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386393 ECI SITE CONSTRUCTION - CONTRACT - BID - 7664 FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD
L 0 fins SPECIFICATIONS AND Financial Services Purchasing Division 215 N. Mason St. 2n° Floor PO Box 580 Fort Collins, CO 80522 970.221.6775 970.221.6707 fcgor.com1purchasing CONTRACT DOCUMENTS IM1910 FOSSIL CREEK TRAIL UNDERPASS, AT TRILBY ROAD BID NO. 7664 PURCHASING DIVISION 215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS JULY 22, 2014 - 3:00 P.M. (OUR CLOCK) -Z l�]l 4 P9;W qg �89 Hig z� m U ^ w o zw¢3 3a �. m: s ¢ a 'a :12 g 3Fg� `x a8u 4 ]V1 all 3001La SStldN3ONfl lltlill N33N7lIS5ad ?y 4�9 g 88 TV1 _*Li y iiI pz- x( N 2 S LA �,w, e m a ® � m IN b ti a w a m 0 Q s z a s ff �48 a o ®v U W U] a66 gq4 o §Eg4 ai 01 k E.r L • A Indemnification ..... .................... 0AZ 6.16, 6.31-633 Initiadly Acceptable Schedules ..... ......... ... 19 Inspection— Certificates of .................... .........9.13.4. 115, 14,12 Final................... ....... ............................ 14-11 Article or Paragraph Number Special, required hyENGINEER .......................... 9,6 Tests and Approval...... ...........$.7. 13.3-13.4 Insurance — Acceptance of, by OWNER .......:.................:.:...5.14 Additional, required by changes in the Work: .......................................... 11.4.5.9 BcFxe starting the Work ..................................... 17 Bonds and --in general.A... 5 Cancellation Provisions ..................................... 5.8 C6riiflcaics of _2.7, 5..53, 5.4,11, 5A.13, ..... ........... 5 6:5, 5.8, 5.14, 9.13.4, 14.12 completedoperations,,,,,,,,,,,,,,,,,,,,,,,,,, ...... 5AAS CONTRACTORsLiability„................................ 5.4 CONTRACTORs objection to coverage..........-:5.14 Contractual Liability ..... ................... ........... 5A 10 deductible amounts, CONTRACTORs responsibility .......... .....................................5.9 Final Applictaim for Payment .........................14.12 Licensed Insurers: .................. : .... I ............. 1-I.I.J.3 Notice requirements, material chimgq .... ... 5.8,10.5 Option to Replace ..... . ..................................... 5.14 other special insurances .................................... 530 OWNER as fiduciary for insuredl .............. 5.12-5.13 OWINERs Liability ........................... ................. 55 OWNFRs Responsibility .................................... 8.5 Partial Utilization, Property Insurance..............5.15 Property ... ... . .............. .... .. ................ 5.6-5.10, Receipt and Application of Insurance Proceeds .............................................. 5.12-5.13 Special Insuratim...., .................................... 5,10 Waiver of Rights .............................................:Sell Intent of Contract Docura enui .............................. �.1-3.4 Interpretations and Clarificatiom; ........... ....... J-6.3.9.4 Investigations of physical conditicrip ......................... A.2 Labor. Materials and Equipment .......................... 0.3-6.5 Lands -- and Easements ................................................... 8.4 Availability of ........... ................................. 1.1, 8.4 Reports and Tests .. ............. ............................ Laws and Rcjulations--Laws or Regulations -- Bonds.................................................. Changes in the Work ..................................... Contract Document...........................................3.I C6NTRACTOR!s Responsibilities ..................... 6.14 Coirntion Pcriod,defecnve Work .................... 13.12 Cost of the Work, to= ............................... J 1.4.5:4 definition of.........._....._ .. ................................ IM geners161.4 ,Indemnification... ..... . .................. ....... 6.31-6.33 Insurance................................... ---------- ... 5.3 Prcccdcnccj . . .... ........" . .. 3.1,3.3.3 Reference to....._ .............................. ............. �Al 'Safely and Protection ....................... .... 620. 13.2 Subcontra6torrs, Suppliers and Other4 ........... 6- 84 11 Article or Paragraph Number Tests and Inspections ... .............. Use of emises .......... ... Visits to Site Liability,bisumn=.- CONTRACTOR's ............................................... 5.4 OWNER's : ... :.5.5. Licensed Sureties and Insurer* ................................. 53 Liens - Application for Progress Paymenj ............... CONTRA&ORs Warranty of Title ....... ... ...14.3 Final Application for Payment..-........... 11.12 definition 1.23 Waiver of Claims J 4.15 Limitations on ENGINE M-'s authority and responsibilities_ ... .................... f ......... Limited Rcliance by CONTRACTOR Authorized ......... ; .............................. 1 ............. 1.2.2 Maintenance and Operating Manuals Final Application for Payment ......................... 14.12 Manuals (of othcrs)— Precedence --- ........ ...................... .. . 3.3.3.1 Reference to in Contract Documents,,,,,,,,,,,,,,,,,,] 3.1 Materials and equipment — famished by COMPACTOR, ...................... not incorporated in Work„ ................................ 14.2 Materials or equipment --equivalent..... ...................... §3 Mediation (Optional)..:...._ .........................._ ......... 16.7 Milestones. -definition of ....................................... 1.24 Miscellaneous— , Computation of Times..........._ .............._... ..... 17,2 Cumulative Remedies ......................................... 17.4 Giving Notice ...... ........................... ........ 17.1 Notice of Clan 17.3, Professional Fces and Court Costs Included ......... 17.5 Multi -prime contracts..._ ..... .............. ....................... 7 Not Shown or Indicated-,-_-_,,,„-„ .............. ............ UJ Notice of -- Acceptability of Project ..................... ....... ....... 14.13, Award, definition ot................................ .... 1.25 Claim............................................................ 13.3 Defects.13.1 Differing Subsurface or Physical Conditions ..... A.2.3 Giving...................... ..................................... ITT Tests and Inspections ........................................ j33 Variation, Shop Dia i andSamplC .... wing - Notice to Procced— definition of ..................................................... 1,26 ,giving of .............................................. EXDC GENERAL CONDITIONS 1910-8 (1990 EDI'11014) WOW OF FORT COLLMS MODIFICATIONS (REV9199) 9 0 Notification to Surety .............................................. 10.5 Observations, by ENGINEER ......:.................... 6;30, 9.2 Occupancy of the Work,,,,,,,,,,_,,,,,,, 5.15. 6.30.2.4, 14.10 Omissions or acts by CONTRACTOP ............... 6.9. 9.13 Open Peril policy form, Insurance ......................... 5..6.2 Option to Replace....................................................5.14 Article or Paragraph Number 'Or Equal' Items ........................................... ..._......15.7 Other work 7 Overtime Work --prohibition of_ .............................. 6.3 OWNRR-- - ... Acceeptance ofdefecNve Work ......................... 13.13 appoint an ENGMEP...................................... 8.2 as fiduciary ...... ...... ......................... .......... 5.12-5.13 Availability of Land;, responsibility .................... 4.1 definition of.....................................................1.27 .. data, furnish .................. .... . . ......................... ... - 8.3 . May Correct Defective Work............................13.14 May refuse to make payment ............................ 14.7 May Stop the Work ........................................ 1i.10 May Suspend Work, Terminate ...........................8.8, 13.10. 15.1-15.4 Payment, make prompt.., .................. F.3, 14.4, 14.13 performance of other work ................................. 7.1 permits and licenses, requirements,,,,,,,,,,,,,,,,,,,,6 13 purchased insurance requuements.............. 5.6-5.10 OWNER's-- Acceptance of the Work__ ... ...................... 630.2.5 Change Orders, obligation to execute..,,,,.,., 8.6, 10.4 Communications ...................:............................ 8.1 Coordination of the Work.... .......... __ ... ..... ...... 7.4 Disputes, request for decision,,,,,,,,,,,,, 9.11 Inspections, tests and approvals..................$.7, 13.4 Liability Insurance ...................... ...... ........... :...... 5.5 Notice: of Defects ........:: .................................... J3.1 - Representative --During Construction, ENGINEERs Status ..............................„_.... 9.1 Responsibilities -- Asbestos, PCBs, Petroleum, Hazardous Waste or Radioactive Material .1............... 8.10 Change Orders,, ........................................... 8.6 Changes in the wok__ ... .......................... 16.1 communications 8.1 CONTRACTORS responsibilities .................. 8.9 evidence of financial arrangement$..............?A 1 inspections, tests and approval$ ..................... 8.7 insumno k............. :....................................... 8.5 lands and easements ..................................... 8.4 prompt payment by ....................................... 8.3 replacement of ENGINEER,,,,,,,,;,,,,,,,, ,,,,,,$.2 reports and tests ........................................... 8.4 stop or suspend Wcgk................; 8.8, 13.10. 15.1 terminate CONTRACTORs services_ ................ .................. 8.8. 15.2 separate representative at sity .............. ............ .,9.3 F-] testing, independent.........................................13.4 use or occupancy - - - - of the Work,,,,,,,,,,,,,,,,,,,,,,,,, 5.15, 6.30.2.4, 14.10 written consent or approval required.........................................9.1, 6.3, 11.4 EICDC GENERAL CONDITIONS 1910.8 (1990 EDITIOM w/ CITY OF FORT COLLIM MODIFICATIONS OIEV 9199) Article or Paragraph Article or Paragraph • Number Number written notice required,--_,;, ............... 7.I, 9.4. 9.11. *...**.................. 1112. 11.9. 14.7, 15.4 ................................... PCBs -- definition of ........................................... ...... )-29 general........................ .......... .......................... 4.5 OWNER's responsibility for ............................... 8.10 Partial Utilization - definition or...:._ :.................... ........ _j.28 general 6.30 2.4.14.10 Property Insurance.. ......... ......... ....... 5a5 Patent Fees and Royalties ............................. .......... 6.12 Payment Bonds ............ ........... m..: .................5. 1-5.2 Payments. Recommendation of .............. 14 4-14.7, 14.13 Payments to CONTRACTOR and Completim- Application for ProgressPayments ... ..................)4.2 CONTRAMOWs Warranty of Title-,, ..... _._.j4.3 Final Application for Paymen..........................)4.12 Final Inspection ............................................... 14.11 Final Payment and Acceptance,,,,,,,,,,,,,,, 1413-14.14 general .........................................................8.3, 14 Partial Utilization 14.10 Retainage..........................................................14.2 Review of Applications for Progress Payments ................ ........ * 14.4-14.7 Prompt payment ..................................................8.3 Schedule of Values . ........................................... ............ 14.1 Substantial Completiott ...................... _14.8-14.9 Waiver OfClBiMS ............................................ 14.15 when payments due............„ ........... ...... 14.4,14.13 withholding payment ... ... : ..... . ....... - ... 1.1-11-14.7 Performance Bonds ... __ ........ .......... --- _ ... .... 5.1-5.2 Permits . ........... .§.13 Petroleum - definition or .................. 6 ............ ....... .......... 1.30 general................ 6_ .......................................... 4.5 OWNEWs responsibility for ....... ...................... 8.10 Physical Conditions - Drawings oL in or relating to„_,._,,._............ J.2.1.2 ENGNEEWs review . ............ ....................... 4.2.4 existing structures......._..._....................._... _.:4.2.2 general4.2.1.2 .......................................................... Notice of Differing Subsurface or. ..................... 4.2 Possible Contract Documents Change._.......... J2.5 Possible Prim and Times Adjustments .............. 4.2.6 Reports and Drawings ..................................... 4.2.1 Subsurface and...._........._._.....__........._.......... 4.2 Subsurface Conditions..,.... .... __ ........ ........ �,IZIA Technical Date. Limited Reliance by CONTRACTOR Authorized ........................ 4Z2 Underground Facilities - general........................................................ 4.3 Not Shown orIndicated............__......_...... 4.32 Protection of_ ...................................... 4.3,6.20 A Shown or Indicated ................. :_ .................. !4.3-1 Technical Data .A 12 Preconstruction Conferenm ...... _ ...................... ..........2.8 Preliminary Matters.._ ....... -_ - ..... .................... Preliminary Schedulej ............. ....................... ..... _�2.6 Promises, Use or ............................................. 115.1 " .18 Prim, Change of Contract,, .... I ......... 1-1.1 ..... .............. Price,.Contract-d6finition of ....... ................ Progress Payment. Applicittions; for_..........._..._...... 74.2 Pr6grcss Paynicrit-retainage .... 14.2 ['regress schedule. OONJTRACTORs�.. ......... z.6,2.8.2.9. ....... 6.6.6.29, M4,15.2.1 Project -definition of .............................................. 1.31 Project Represeraative-- ENGINEERs Status During 6ristruction ............ 9.3 Project Representative, Resident -definition of ........ 133 prompt payment by OWNFR ..................................... 8.3 Property (nmurnnce-- Additional 3.7 gencra15.6-5. 10 Partial Utilization,..._::.... -.5.15, 14.10.2 rcmipt and application of promed4 ............ 5.12-5.13 Protection, Safety and .............................420421, 13.2 Punch list 1,4.11 Radioactive ]kv[ater ial-- dcrintion or ............................ __ ..................... 1.32 gcnero[4.5 OWNER'S responsibility for .............................. FM Recommendation of Payment ................34.4, 14.5, 14.13 Record Documents j5, I 9, 14.12 Records, piocedurcs for maintaining ..........................2.8 Reference Points 4.4 ....................................................... Reference to Standards and Sj;ecifications of Technical Societies ....... I ... 3:3 Regulations, Laws and (or) ...................................... 6.14 Rejecting Defective Work..._....-_-...._ ....... ......... 9.6 Related Work - at Site .......................................... .... 7.1-7.3 Performed prior to Shop Drawings and Samples submittals review,,,,,,,,,,,,,,,,,,,, 6.228 Remedies. cumulative..._....._....__........_._...: 17.4, 17.5 Removal or Correction cifDefendw Wcirk ................ 13.11 rental agreements, OWNER approval required... 11.4.5.3 replacement of ENGINEER, by,OVINER .................... 8.2 Reporting and Resolving Discrepanciesi ................................ 2.5, 3.3.2. 6,14.2 Reports - and Drawings..........._.....___....._.._ .............. 4.2.1 and Tests. OWNM!s responsibility.. ................... A Resident and Project Representative - definition of ..................................... 1.33 provision for .................... .................... .................. 9.3 EJCDC GENIRAIXONDITIONS 1910.8 (19% EDITION) w/ CITY OF FORT COLLMS MODIFICATIONS (REV 9199) 0 • Article or Paragraph Number Resident,Superintendent, CONTRACTOR'$,,,,,;;.:;—..62 Responsibilities-- CONTRACTOR's-in'general .................:.:........ 6 '&NGINEER's=in general., ......... ............................ 9 Limilations on...........................................:9.13 OWNER'S -in general .....::........:. ...................... 8 Retainage.......................................... ......1.4.2• ........... . Reusc.of Documents ......... :......................... .....::......3.7 :Review by CONTRACTOR; Shop Drawings .and SaiipleSPrim to Submittal ..................... :..... 6:25 ;Review,of Applications, for Progress Payment4......... ............... ............. 14.4-14.7 .. Right to, an adjustment................ ,,,,,,,,,,,,10.2 Rights of Way ............. .... . _.......... 4.1 Royalties; Patent Feesand..... ..-............... ..0.12 Safe Structural Loading,,;,,,,,,,,,,,,,, ........ ................. 6.1R 'Safely -- and Protection— ............................. 4.3.2, 6.16, 6.18, .....:.:...........:.................. 6.20-6.21, 7.2. 13.2 'general .....................................................6.20.6.23 ,Representative; CONTRACTORs..:....................6.21 Samples-- defwtiona(....................................... 1.34 general .................................................... 0.24-6.28 Review by CONTRACTOR ................. .............6.25 Review by ENGINEER..............................0.26. 6.27 related Work.....................................................6:28 submittal of ....... ... ...... . ...._..:.624.2 submdtal pocedmes......................................_.§.25 Schedule of progress.............................2.6, 2.8-2.9, 6.6, .........................................6.2% 10.4. 15.2.1 Schedule of Shop Drawing and Sample 'Submittals..............................2.6, 2.8-2.9. 6,24-6.28 Schedule of Values..............................2.6, 2.8.2.9, 14.1 Schedules -- Adherence to................................:..:..............15.2.1 Adjusting .............................. .................... ..:....A 6 .Change of Contract Timcg................................. 10.4 Initially Acceptable ............. .......... .............. 2.8, 2.9 Preliminary' ................. ................. ................. ....:2.6 Scope of Changes ........................... ............ 10.3-10.4 Subsmfice_Conditions ::; .;4.2.1.1 and Samples, gcncral:............................... 6.24.6.28 ;Change Orders db.Applications for Payments, and.........................................9.7-9.9 definition of..... ......... ........................................ 1.35 ENGINEER's approval of ................................. 3.6.2 ENGINEER's responsibility for review ..................................... 9.7, 6.24-6.28 related Work .............. ...................................... 6.28 review procedures..............................2.8, 6.24-6.28 xa{ Article or Paragraph Number submittal, required _....................... ..... 6.24.1 'Submittal Procedures'.... ....... ..6:25 use toa rove substitutions.............................. 6.7;3 ,„ ... Shown orindicatzd..........::........................:.........:4:3,1 SiteAccess..: ...... ................................ ....... 7.2. 13.2 Site Cleanliness .....:.:..........._................. .............. ..6.17 Site, Visits to- by ENGINEER .......................................... 9.2, 13.2 byothers:.....:....:...........................::_.............: 13.2 'special causes of loss' policy form, insurance .........._............................................5.6,2 definition or-- ... ............................................ J.36 Specifications— ' defmation of ... ..... ......... ...... 1.36 df'rcchnical Societies, refcrcncc to_. .... 3i.3.1 precedence.................... ................................. .3.3 Standards and. Specifications of Technical Societies........................................3.3 ,Starting Construction, Before ......... ............. ...... 2.5-2.8 Starting the Work .... ....... ..:.................. :............. :..:..2.4 Stop or Suspend Work — by CONTRACTOR ........................ :.................. 15.5 by OWNER ....................................: 88, 13.10, 15.1 Storage of materials and equipmenl..................... 41, 7.2 Structural Loading, Safety ....................................... 6.18 .Subcontractor= ,. Concerning ................................................ 15.8.0.11 definition of. .................................................... 1.37 waiver of rights .:.................................._........ 0A I Subcontracturs--in general :............................... 6:8-6.11 Subcontracts --required provisions ,........ 5.11. 6.11, 114.3 Submittals— .. - Applications for Payment .................................. 14.2 Maintenance and Operation Manuals .............. 14.12 Piocedmes.......................................................0.25 Progress Schedules ...................................... :2.6, 2.9 Samples...................................................0.24-6.28 Schedule of Values ..:.................................. 2.6, 14.1 Schedule of Shop Drawings and Samples Submissions............................._.......2.6, 2.8-2.9 Shop Drawings.........................................6.24-6.28 Substantial Completion — certification of ................. .:........ '.6.30.2:3,, 14.8-14.9 tlefmiiion 617. ;Substitute Constractiori Methods or Procedures,...._.C7.2 Substitutes and "Or Equal" Items ._.,_.,.„,,,,,,,,,,,,,,,,,6.7 CONTRACTOR's Expense.......,,,,_...............6.7.1.3 ENGINEER's Evaluaticat 6.7.3 "Or -Equal" ................................................... 6.7.1.1 Substitute Construction Methods EJCDC OENEFLAL CONDITIONS 1910.8 (1990 EDITION) w/ CITY OF. FORT COLLINS MODtRCATIONS 6MV 9/99) Article or Paragraph Number or Procedures ............................................. 6:7.2 Substitute Items 6.7.1.2 Subsurface and Physical Conditions - Drawings of, in or relathg to ........................ 4.2 F:2 ENGINEER'S Review ....................................... 4.2A general....:........................................................ 4.2 Limited Reliance by CONTRACTOR Authorii it ...................................:....:...:..... -4.2.2 Notice of Differing Subsurface or Physical Conditions .........:................:.............. 4.2.3 Physical Conditions ...................................... 42.C2 PossibleCmtract Documents Change,,,,,,,,,,,,,,; Possible Price andTimes Adjustments ............... 4.2.6 Reports and Drawings .................._.. ..... __.4 _:2.1 Subsurface and ...:.: .... ......... .................2 Subsurface Conditions at the Site 4.21.1 Technical Data................................................:4.2.2 Supervision-- CONTRACTOR's responsibility ....::........_........-...6.1 OWNER shall not supervise ................................ 8.9 ENGINEER shall not supervisq................ 9.2,.9.13:2 Superintendence,,,,, ........................................ 6;2 Superintendent, CONTRACTOR'S resident._............6.2 Supplemental costs, ............. I ............................... 11.4.5 Supplementary Conditions - definition of .....................................................).39 principal references t4.................).10, 1'AS, 2.2, 2 7, .....,,,.,:....._,,,;,,4,.2, 4.3, 5.1, 5.3, 5.4, 5.6-5.9, ... .,,,..... -,, 5.11. 6.8. 6.13. 7.4,8.11, 9.3. 9.10 Supplementing Contract Documents ......................... 3.6 Supplier -- definition of.....................................................).40 principal references tq........... 3.7, 6.5, 6.8-6.11, 6.20, ..._.:........... I................ I......6.24, 9.13, 14.12 Waiver oCRights.................... I..........................0.11 Surety - consent to final payment,,,,,,,,,,,,,,,,,,,,,,,, 14.12, 14.14 ENGINEER has no duty to ........................... ..:-„ 9,13 Notification of..................................10.1. 10.5; 15.2 qualification of... ................ ......................... ....... Survival of Obligations .......................................... 6:34 Suspend Work; OWNER May ....................... 13.10, 15.1 Suspension of Work and Termination- ......................I5 CONTRACTOR May Stop Work or Terminate .......................... _...................15.5 OWNER May Suspend Work..... _......................15.1 OWNER May Tenninatq............................ 5.2-1SA Taxis -Payment by CONTRACTOR ........................ 6.15 Technical Data -- Limited Reliance by CONTRACTOR .................1.2.2 Possible Price.and Times Adjustment9.............. 4.2.6 Reports of Differing Subsurface and Physical Conditions, .............. I .................... .2.3 xlv Temporary construction facilities-,.-_„............._.....-.4.1 Article or Paragraph Number Termination -- by CONTRACTOR ............. .. ........ ................... 15.S by OWNER ........................................ 8.8. 15.1-15.4 of ENGINEER's employment...............................$.2 Suspension of Work-in general ............................)5 Terms end Adjectives ....... :............. .... ..................... 3.4 Tests and Inspections-- Access to the Work, by ofhers,,,_; ....... .............. :13.2 CONTRACTOR'S responsibilities_..,- ............. j3.5 cost of 13.4 covering Work prior lo......................... ..13.6-13.7 Laws and Regulations(or) 13.5 Notice of Defem _................. _............. _..........13.1 OWNER May Stop Work;.., ............................. 1310 • OWNER's independent testing- .............. 13.4 special, required by ENGINEER .........................9.6 timely notice required, .... ................................. 13.4 Uncovering the Work,at ENGINEER's request ................:.. _:,.,...... _:...............13.8-13.9 Times-. Adjusting.........................:............:....................0.6 Change of Connect ......... -- ............................... 12 Computation of .................................... :........... 17.2 Contract Times --definition of ...........................).12 day............................................... ..........A72.2 Milestones..........................................................12 Requirements-- ............ appeals....... _..... _..........:. ..........9.10. 16 clarifications, claims and disputes..................9.11, 11.2, 12 Commencement of Contract Tune* ................ 2.3 Preconstructi m Conference ...........................2.8 schedules ......................................... 2.6, 2.9. 6.6 Starting the Work ... .......... ........................... .4 Title, Warranty of ................................................... 14.3 Uncovering Work ............................................ 13.8-13.9 Underground Facilities, Physical Conditioris- defmition of ......................:.:........................... 1.41 Not Shown v Indicated..__....,,_ ...................... 4.3.2 protection of ........................................... .. 4.3, 6.20 Shown or Indicated.........................................4.3.1 Unit Price Work- claims............................:............................).1.9.3 definition of....................................................1.42 gene ra l l 1.9.14.1. 14.5 Unit Prices-- general11.3.1 Determination for ............................................ 9.10 Use of Premises ................................ 6.16. 6.18, 6.30.2.4 Utility owners.............................¢.13, 6.26, 7.1-7.3, 13.2 Utilization, Partial..................1.28, 5.15, 6.30.2.4, 14.10 Value of the Work ....................... :...............�........ 11.3 Values. Schedule of-,........_._...._........16, 2.8-2.9. 14.1 EXEC GENERAL CONDITIONS 1910-6 (199a/EDpCITION) w/ CITY OF FORT COLLINS MODIFICATIONS (FLEV 9l99) 0 11 • Variations in Work --Mina Authorized ....................:................. 6.25, 6.27, 9.5 Article or paragraph Number Visits to Site --by ENGINEER._.._ ............................ 9.2 Waiver of Claims --on Final Payment ..................... 14.15 Waiver of Rights by insured partics..................5.11, 6.11 Warranty and Guarantee, General --by CONTRACTOR.._............................................0.30 Warranty of Title, CONTRACCORs........................14.3 Work -- Access to 13.2 byothers ............................................................... 7 Changes in the.....................................................10 Continuing the..................................................0.29 CONTRACTOR May Stop Wick or Terminate ..................... 15.5 Coordination of _... __.... ..].4 Cast of the .................................................11.4.11.5 definition of neglected by COT*TRACTOR...::.......................13.14 b3;�&�i .................... otherWork, ............................ .......................... ... 7 OWNER May Stop Work .......... ...... .............. 13.10 OWNER May Suspend Weak ................... J3.10. MI Related, Work at Site .................................... 7.1-7.3 Startingthe_ ..... __ ............................ ................ 2.4 Stopping by CONTRACTOR.............................15.5 Stopping by OWNER.............I........:.......... 15.1-15.4 . Variation and deviation authorized minor ....... .--- 3.6 Work Change Directive - claims pursuant to. .............._........_..._.............. 10.2 definition of ....... ... ... .. ,.,., 1.44 principal references tq....... _:......,..-J.i.3, 10.1-10.2 Written Amendment-- definition of..........................:........:..C..............1.45 principal references tq.............. 1.10, 3.5, 5.10,15.12, ........................6.6.2, 6.8.2, 6.19, 10.1, 10.4, ...._............ I... 1.....11.2, 12.1, 13.12.2, 14.7.2 Written Clarifications. and Interpretations ................................. 3.6.3, 9.4, 9.11 Written Notice Required - by CONTRACTOR ............................ 1.1, 9.10-9.11,. .._.................... _............ 10.4. 11.2, 12.1 by OWNER.R ....................9.10-9.71, 10.4, 11.2, 13,14 sir 0 F:1CDC GENERAL CONDITIONS 1910.8 (199a EDITIOM WtCITY OF FORT COLLENS MODIFICATIONS OtEV 9199) (This page Icft blank intentionally) ivi E7CDC GENERAL CONDITIONS 1910.9 (1990 EDITION) wt CITY OF FORT COLLINS MODIFICATIONS (REV 91") • • LJ 0 GENERAL COMMONS ARTICLE 1-DEFINITIONS Wherever:used in dim General. Conditions or in the. other 'Contract Documents the following terms have the meanings indimied'which are applicable to both the singular and plural thereof M. Addenda —Written or gmphic instruments issued prior to the opening of Bids which clarify, correct.or change the Bidding Requirements or the Contract Documents.. 1.2. Aggr�a¢ment-The written contract between OWNER and CON'TRAC1'OR wvcragthe Work to be performed other Contract Documents are attached to the Agreement and made a part thereof as provided therein. 1.3. Applicatio»,for Payment —Tide form accepted by ENGINEER which is to be used by CONTRACTOR in requesting progress or final payments and which is to he accompanied. by such supporting ducumemation as usrequired by the Contract Documents. 1.4. Asbestos --Any material that oomaau moretitan one perecntasbestos and is Liable"or'is releasing asbestos fibers into the arc above current action levels established by the, United States Occupational " Safely and Health Administration. I.S. Bid -The offer or proposal of the bidder submitted on the prescribed form setting forth the prices for the Work to be to rformed. 1.6. Bidding Documents —The advertisement or invitation"to:Bic( instructions to bidders, the Bid fomr, and the proposed Contract Documents -(including all Addenda sued prior to receipt of Bids). 13. Biddt'ng. Regorements--The -advertisement- or invitation to Did itisinrciions to bidders,. and the Bid form. 1.8. Bards —Performance and Payment bonds and other instruments of security. 1.9. Change .Order —A document recommended by 24GDIEM which -is signed by CONTRACTOR and OWNER and authorizes an addition deletion or revision in the Work a an adjustment in the Contract Price -or the Coraraa Timm issued an or after the Effective Date of the Agreement 1.10. Contract Documents -The Agreement Addenda (which pertain to the Contract Documents), CONTRACrOR's Bid (including documentation eccanpanyirg the Bid and any post Bud docu iierdation submitted priorto the Notice of Award) when attached as an exhibit to the Agreement, theNoticeto Proceed; the Boitds,. these General Conditions, the Supplementary Conditions, the Specifientions and the Drawings as the EICDCOE74E&AL CONDITIONS 1910-9 (1990 Edtian) -ICIty OF FORT COLDrS MODIFICATIONS MEV 412000) same are more specifically identified in the Agreement together with all. Written Amendmcids, Change'Ordera; Work Change D'uectives,.Field Orders and ENGINEEI2's written interpretations and clarifications issued pursuant to ved pursuant. to paragraphs, 6.26 emd.6.27 and the s and drawings referred to in paragraphs 4.2.1 and are not Contract Documents. 1.11. Contract Price —The moneys payable by OWNER 16 CONTRACTOR for completion of the Work in nocordence with the Contract Domments as stated in the Agreement (subject to the provisions` of paragraph 11.9.1 in the rase of Unit price Work), 1.12. Conimcl Times —The numbers of days or the dates stated in the Agreement:.() to achieve Substantial Completion, and (ii)to complete the Work so that it is ready for final payment as evidenced by ENGINEER's written recommendation of final payment in accordance with'puuspaph 14.13: 1.13. CON7RAC70R-The person; firm a corporation with whom OWNER has entered into the Agreement 1.14. defective —An adjective which when modifying the word Work retcm to Work duff is unsatisfactory, faulty or deficient in that it does not conform to the Contract Documents; or does not meet the requirements of any mspecpon, reference standard, test or approval referred to to the Contract Doarmrnts, or has bear damaged prior to ENGINEER's recommendation of final payment (unless responsibility for the protection thereof has bcir assumed by OWNER at Substantial Completion in accordance with paragraph 14.8 or 14.10). 1.15. Dmwirigs--The drawings which show the scope, extent and character of the Work to be furnished and performed by. CONTRACTOR and which have been prepared a approved by ENGINEER and are referred to m the .Contract Documents. Shop drawings are not Drawingsassodefined . 1,16. Effective, Dore of the Agreement —The date indicated in the Agreement on which it becomes effective, but if no such date isindicatedit means thedate on which the Agreememl,is signed and delivered by the last of the two parties to sign and deliver. 1.17. ENGINEER —The persmr,.fmn or corporation named as such in the Agreement. 1.18. ENGMEER's Consukard-A .person, .firm or corporation hi vuig a cmirad with ENGINEER to famish services as ENGINEER's indepewlent professional assockite or consultant with respect to the Project and who is identified as such in the Supplementary Conditions, 1.19. Field Order -A written order issued by ENGINEER which orders minor chsngcs in the Work in accordancewith paragrap�hh 9.5'but which does not involve a change in the Contacts VIce or the Contract Times. 130. Gownal Requirements -Sections of Division I of 1954 (42.USC Section 2011 et'seq.),as amended from • the Specifications. time to time. 1.21. Hazardous Waste -The lens Harardms Waste shell have the mesni g provided in Section 1004 of die Solid Waste;. Disposal Act (42 USC Section 6903) as amended. from time to time. 1 22.a. Lass and Regulations; Laos or Regulations -Any .and all applicable laws, rules, regulations, ordinamces, codes andorders of any and all governmental bodies, agencies authorities and courts having jurisdiction 1.221. Leval Holidnns--shall be thou holidays observed by the qty of Fort Collins. 1.23. Liens -Liens, charges, security interests or encumbrances upon real property or personal property. 1.24. Milestone -A principal event specified in the Contract. Documents relating to an imennediate completion date or time_ prior to Substantial Completoi of all the Work. 125. Notice ofApanf-A written notice,by OWNER to .the apparent successful bidder stating that upon compliance by the apparent sucoesssful bidder with the conditions .prmcdcru enumerated therein, within the time specified,. OWNER will sign and deliver the Agreement. 1.26. Notice, to proceed -A written notice given by OWNER to CONTRACTOR (with a copy to ENGINEER) fixing the date on which the Contract Times will commence to ran and on which CONTRACTOR shall start to perform CONTRACTOR'S obligations - under the. Comma Documents 1.27, OWNER -The public body or authority, corporation, association, firm or person with whom CONTRACTOR has entered into the Agreement and for whom the Work is to be provided 1.28. Partial URhaadon-Use by OWNER of a substantially completed part of the Work for the purpose- for which it is intended (or a related purpose) prior to Substantial Completion of all the Work. 129. PCBs -Polychlorinated biphenyls. 130. Petrolenan--Petroleum. including crude oil or any fraction thereof which is liquid at standard condifiotis of tempo uturo and pressure (60 degrees Fahrenheit and 14.7pounds per .square inch absolute), such es od, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kenou_ne and oil mixed with other non-Hazaand crude rdous Wastes aude oils. - 131. Project -The total construction of which the Wort: to be provider) under the Contract Documents may be the whole, or a part as indicated elsewhere intheContract Documents. 1.32.a. Radioactive Material -Source, special nuclear, or byproduct material as defined by the Atomic Energy :Act of EXI)COMEM COND1116M 1910.8 (1990 Flom) w/ CITY OF FORT COW M MODIFICATIONS (REV 4R000) 1.32.b Reenilar Workfne Hours-Rceulu working hours are defined as 7:00am to 6:00om unless otherwise .specified in the General Requirements. 1.33. Resident Project Representative -The authorized representative of ENGINEER who may be assigned to the site or. any part thereof. 1.34. Smriples-Physical examples of materials, equipment, or workmanship that are representative of same portion of the Work and which establish the standards by which such portion of the Work will be judged 1.35. Shop Drawings -All drawings; diagrams, illustrations, schedules and other data or infomration which arc spcclficall prepared or assembled by or for CONTRACTOR mud submitted by CONTRACTOR to illustrate someportioin of the Work. 1,36. Specifications -Those portions of the Contract Documents consisting of written technical descriiptions of materials, equipment: construction systemR. stardatds and workmanship as applied to the Work and certain administrative details applicable thercta 1.37. Subcontractor -An individual, firm or corporation having a direct contract with CONTRACTOR'or with any other Subcontractor for the performance of a part of the Work at the site. 1.38. Substmaal Completion The Work (or a specified pan thereof) has progressed to the point where. in the opinion of ENGINEER as evidenced by ENGWEEWs definitive certificate of Substantial Completion, it is sufficiently complete, in accordmce with the Contract Documents, so that the Work (or specified pen) can be utilized for the purposes for which it -is intended; or if no such certificate is issued. wlxn the Work is complete and ready for final payment as evidenced by FNGINEER's written recommendation of final payment in accordance wits paragraph 14.13. The terms "substantially complete' and 'substantially,. completed" as applied to all or part of the Work refer to Substantial Completion thereof. 1.39. Supplementaty Conditions -The part of the Contract Documents which amends or supplements these General Conditions. 1.40. Supplier -A manufacture, fabricator, ,supplier, distributor, materlalman or vendor having a direct contract with CONTRACTOR or with any Subcontractor to famish materials or equipment to be incorporated in the Work by CONTRACTOR or any Subcontractor. 1.41. Underground Facilides-AII pipelines; conduits, ducts, cables- wires, manholes, vaults, tanks; tumels or other such'facilities or attachments, and any eni sements containing such facilities which have been installed underground to furmshany of the following services or 0 Is moterialss: electricity, gases, steam, liituid pxtroleum .products, telephone ru .other cmnmumcatiorts, cable celevision sewage and drainage ranoval, traQic"or other control systems or,water. ' 1.42. Unit Price Work -Work to be paid for on the bssis of unit prices. 1.43. Work -The 'entire completed construction or the various separately identifiable ppaerrtLss thereof required to be furnished under the Contract =- Ients. Work includes' and is the result of performing w furrushi ng labor and finishing and incorporating materials and equipment imor the w.1clion,,and paformutg or furnishing services and furnishing documents, all as required by the Contract Documerim . 1.44. Work Change Directive -A written directive to CONTRACTOR, issued on or after the Effective Date of the Agreement aad signed by OWNER and rccammondrd by ENGINEER, drdervhg an addition, deletion'or revision N ,he Work, or responding m dilfaiing "or unforeseen" physical conditions under which the tVork is to be performed as provided in pamg-ph 4.2 or 4.3 -or to emergencies under paragraph6.23. A Wad: Change D'uectivc will not change the Contract Price err the Contract Times, but is cvidencc that the parties export, that the change directed or documented by a Work Charge Directrve will be vcorpormed in a sultsequently issued Cn inge'Order following negotiations by the parties as b its effect, if any, on the Contract Price or'Conhact Tunes as provided in paragraph 10.2. I A5. Written.Amendment-A writtenamendment of the: Contract ,Documents. signed by OWNER and CONTRACTOR on or ,after:the Effective Dace of the Agreement and normally dealing with the nonengincering • or ri mechaiml lather than strictly construc6on•related aspects of the Contract Documents. .ARTICLE 2-PRELUMNARY MATTERS DeLvery of Bonuh: �2.1. When CONTRACTOR delivers the executed Agreements to OWN M- CONTRACTOR shall also deliver to OWNER each Bonds as CONTRACTOR may be required to furnish in accordance with paragraph 5. I. Copies ofDoevmentr 2.2. OWNER shall furnish to CONTRACTOR up to ten _copies (unless otherwise spxcified in the Supplementary Cordilidns) of the Contract Docuinehtl as ate reasonably necesary for theexecution of the Work. Additional copies will be furnished, upon request, at the cost of reproduction Commencement ofContraa Times; Notice IaProceed 2.3. The Contract Times will commerce to run on the thirtieth day after the Effective Date of the Agreement, or. &CDCOMEM CONDITIONS 191" (1990Edtim) vdciw OF FORT ODLUFS MODNFiCA [IONS (asy 412a0a) C� if a Notice to Proceed is given. on the day indicated in the Notice to Proceed. A Notice to Proceed may be given at any time within thirty days after the Effective Date of the Agreement of-P,idoperxngArvthetliiitietli%ay%f4o-tlx6ft'eciive�3ete oFUic�lgreemmkvrinelxverdetriseerlier: Starting the Work: 2A. CONTRACTOR shall startto perform the Work on the.daie when the Contract Tunes commence to run, but no: Work shall be dorn.at the site prior to the date on which the Contract Times commence to nut Before Starring Construction: 2.5. Before undertaking each part of the 'Work, CONTRACTOR shall carefully study and cornpare the Contract Documents and check and verify petti ont figures shown thereon and all applicable field measurements. CONTRACTOR shell promptly"report in writing to ENGINEER any conflict, error, ambiguity or discrepancy. which CONTRACTOR may discover and shall obtain written interpretation or clarification from ENGINEER before procccding with an Work affected thereby; however, CONTRACTOR shall not be liable: to OWNER or ENGINEER for failure to report any conflict, error. ambiguity or discrepancy in the Contract Documcus, unless CONTRACTOR knew or reasonably should. have known thereof. 2.6, Within ten days after the Effective Date of the Agreement (unless otherwise specified in the General Requirements),. CONTRACTOR shall submit to ENGINEER for review: 2.61. ;a preliminary progress schedule indicating the times (ambers of days or dales) for starting and coropletirg,the various stages of the Work, includ ng any Milestortwspecifitd in the Contract Documens: 2.6.2, a_prelimirary schedule of Shop Drawing and Sample .submittals which will list 'each required submittal and thi times far submitting. reviewing end piucessing such submidal: 2.6:2.1. In no crse willa schedule be acceptable whic}i allows less than 21 calendar days for each review by Enrineer. 2.6.3. A preliminary schedule of values for all of the Work which will include quantities and prices of items aggregating the Comrect Price and will "subdivide the Work into component parts in sufficient detail to serve as the basis for progress payments during constructitat Such prices will include an appropriate amount of overhead and profit applicable to each item of Work 23. Before any Work at the site is started, CONTRACTOR and -OWNER shall each deliver to the cuter OWNER with copies to mph -eddikiere4-emaal identified in the Supplementary-Ganditions. ENG fNEER • FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD PROJECT SPECIAL PROVISIONS TABLE OF CONTENTS SPECIFICATIONS PROJECT SPECIAL PROVISIONS Item Description Date Paee Index Pages (September 17, 2013) I-ii Revision of Section 101 — Definition of Terms (September 17, 2013) SP-1 Revision of Section 107 — Performance of Safety Critical Work (September 17, 2013) SP-3 Revision of Section 202 — Removal of Tree (September 17, 2013) SP-5 Revision of Section 202 — Removal of Concrete Sidewalk (September 17, 2013) SP-6 Revision of Section 202 — Removal of Asphalt Mat (September 17, 2013) SP-7 Revision of Section 202 — Removal of 12" Water Line (September 17, 2013) SP-7 Revision of Section 202 —Removal of Barricade (September 17, 2013) SP-9 Revision of Section 202 — Removal of Fence (September 17, 2013) SP-10 Revision of Section 202 — Remove and Replace or Protect (September 17, 2013) SP-1 I In Place Existing Landscape Revision of Section 207 — Topsoil (September 17, 2013) SP-12 Revision of Section 208 — Erosion Control (September 17, 2013) SP-13 Revision of Section 209 — Dust Palliatives (September 17, 2013) SP-14 Revision of Section 210 — Reset Riprap _ (September 17, 2013) SP-15 Revision of Section 216' Soil Retention Blanket (Straw/Coconut) (September 17, 2013) SP-16 Revision of Section 601 — Precast Concrete Underpass System (September 17, 2013) SP-17 Revision of Section 604 — Precast Concrete Area Inlet (September 17, 2013) SP-18 Revision of Section 604— Manholes and Inlets (September 17, 2013) SP-19 Revision of Section 607 — Wooden Rail Fence (September 17, 2013) SP-20 Revision of Section 608 — Sidewalks and Bikeways (September 17, 2013) - SP-21 Revision of Section 608 — Concrete Curb Ramps (September 17, 2013) SP-22 Revision of Section 609 — 2' Concrete Pan and (September 17, 2013) SP-25 Hollywood Curb and Gutter Revision of Section 619 — Water Lines (September 17, 2013) SP-26 Revision of Section 628 — Bridge Girder and Deck Unit (September 17, 2013) SP-27 Revision of Section 631 — Pedestrian Bridge Abutment (July 15, 2014) SP-34 Utilities (September 17, 2013) SP-35 Addendum 1 — 7664 Fossil Creek Trail Underpass at Trilby Road Page 10 of 12 certificates,of insurance (and other evidence of insurance Faquerequested by OWNER) which CONTRACTO is requred to purchase and maimar in accordance with paragraphs 5.4; 5.6std-5a. Precronstraction Conference: 2.E. Within twenty days after the Contra Times start to ran, but before any Wort: at the site is started a conference attended by CONTRACTOR, ENGINEER and others as approprime will be held to establish a working urcktstandang among the parties as to the Work and to discuss the schedules referred to in paragraph 2.6, prmedurcs for 'handling Shop Drawings and other submitals processing Applications for payment and maintaining required records. Initially Acceptable Schedules• '1% Unless otherwise provided r the Contract Documents, - . App4iastio 4,42,yment before any work et the site begins a confcrence.attended by CONTRACTOR, ENGINEER and others as a riprime designated by OWNER, will be heldreview review a acceptability to ENGINEER as. provided below the schedules submitted in accordance with corrections and adjustments and to complete and resubmit the schedules No progres; payment shall be made to .CONTRACTOR until the schedules'are submitted to and acceptable to ENGMEER as provided below. The .progress schedule will be acceptable to f.•NGTNp.ER as providing an orderly progression of the Work To completron within .any specified Milestones and the Contract Times• but suchacceptance will neither impose on ENGINEER resporiibility for the se(,uimc1.mg. scheduling or progress of the Work nor art, eare with or relieve CONTRACTOR from CONTRACTORS full responvbility for. CONTRACTOles schedule of Shop Drawing and Sample •submissions will be acceptable to , GII�TEF.R as providing a workable arrangement for reviewing and processing the required submittals_ "CONTRACTORS schedule of values will be acceptable to ENGINEER as to form and substance. .ARTICLE 3--CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE Intent 3.1. The Contract Documents comprise the entire agreement between OWNER and CONTRACTOR corxerrung the Work. The Contract Doaunrnts ere complementary; whet is celled Cor by one is asbinding as i[ cellal [a by all. The Contract Docignenti will oe construed in amordano with the law of the plamof the P oject. 3.2. It is the intent of the Contact Documents to EICDCOENEEAC CONDITIONS 1910-9(1990Edtkn) w/ CITY OF FORT ODW tit moDIFICAT1oris (REV 4r1000) describe a functionally complete Project (or part thaeot) to be constructer] in accordance with the Contract Documents. Any Work, materials or equipment that may reasonably be infierred'from the Contract Documents or from prevailing custom or trade usage as being required to produmthe intended result all be famished and performed whether or not specifically called for. When words or phrases whichhavea well-known technical or construction industry or trade meaning are used to describe Work, materials or equipment, such worth or phna"ses shall be interpreted 'm accordance with that meaning. Clairifications and imerpietaiions of the Contract aam Dients shall be roved by ENGINEbR as provided in paragraph 9.4. 3.3. Reference to Shmdardr and Sperificatims of Technical Soefeffes; Reporting and Riolving Discrepancies. 3.3.1. Reference to standards, specifications, manuals or codes of any technical society, organization or association, or. to the Laws or Regulations of any governmental .authority,, whether such rcfcrcnce be specific or by implication, shall mean the latest standard, specification, manual, code or Laws or Reguladons in effect at the time of opening of Bids (or, on the Effective Daum of the Agreement of [hire were no Aids), except as may be otherwise specifically stated in the Comtract Documents. 33.2. If during the perfomumas of the Work, CONTRACTOR "discovers any conflict, error, ambiguity' a discrepancy within the .Contact Documents or between .the Contact Documents and any provision of any such .Law. or Regulation applicable to the performance of the Work or of any such standard, specification, manual or code or of any utwuetion of any Supplier refered to in paragraph 6.5. CONTRACTOR shall report it to ENGINEER in writing at once, and, CONTRACTOR shall not proceed with the Work affected thereby (cicept in an emergency as auithorimd by paragraph 6.23) until an .• amendmerf or supplement to the Contract Documents has been issued by:one of the methods indicated in pamgraph3.5 or 3.6; provided, however, that CONTRACTOR shall not be liable to OWNER or ENGINEER for failure to report any such conflict error, ambiguity or discrepancy unless CONTRACTOR .knew or reasonably should have known thereof. 3.3.3. Except as otherwise specifically stated in the Contract Documents or as may be provided by amendment or supplement thereto issued by one of the methods indicated in pamgmph 3.5 or 3.6, the provisions of the Contract Documents shall take precedence in resolving any conflict, error. ambiguity or discrepancy between the provisions of the Contract Documents and: 3.3.3.1. the provisions of any such standard, specification, manual, code or instruction (whether or not specifically incorporated by reference in the Contract Documents); or C� J 0 0 3.3.3.2..the provisions, of any such Laws or Regulations apph6able to the performance of the Work (unless such an _interpretation of the provisions of the Contract Documents would result in violation of such Law or Regulation). No provision of any such standard, specification, manual, ,code or aisauctiot shall be effective to change the duties, andresponsibilities of OWNER, CONTRACTOR or ENGINEER, or any.of their subcontractors,. carsultants, -agents or employees from those sd:forth in the Contract Documents, no shall it be effective to assign to OWNER,. ENGINEER o any of FNGINEER's Consultants,, agents or employed any' duty or authority to supervise or direct the fumnaing or performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of paragraph 9.13 or any other provision of the' Contract Documents 3.4. Whenever in the Comma Documents the tams "as ,ordered",.."as directed'"as required", "as allowed", "as approved* or terms of like efrcct or import are used or the ndjectives "reasonable". "suitable". °acceptable", "proper" • cr'swisfactory' or adjectives of like effect or import are: used to describe a requirement, direction, review or judgment of ENGINEER as to the Wick, it is intended that such requirement, direction, review. or judgment will be solely to evaluate, in gerieral,,thc completed Work for compliance with the requirements of e d informetion'in the Contract Documents- and conformance with the design s aspmwc smument rrmtcatmgomerwrse). me use at any such term or adjective shall not be effmtive to assign to ENGINEER any duty or authority to supervise or direct the fumisliing or performance of the Work or any duty m nuthorry to: updutake msportsibifiry contrary to the provisions of paragraph 9.13 o any other provision of the Contract Documents. Amenrling undSupplememing Contract Documents 3.5. The Contract Documents may be amended to provide for additions• deletions and revisions in the Work or to modify the terms and conditions thereof in am o more oC the following ways: 3.5.1. a formal Written Amendment, 3.5.2. a Change Order (pursuant to paragraph 10.4), or FKDCOFNERAL C0M'n0M 191" (IM Edam) W CITY OF FORT CULLItiR MODIRCAT16M (REV 411000) 0 3.5.3. a -Work Change Directive (pursuantto paragraph 10.1). 3.6. In addition. therequirements of. the Contract Documents may be supplemaited; and mina variations and deviations in the Work may be authorizeA in one or more of the following ways: 3.6.1. AField Order (pursuant to paragraph 9.5), 3.6.2. ENGINIM's approval of a Shop Drawing or Semple (pursuant to. paragraphs 6.26 and 6,27), or 3.6.3., ENGINEER's written _interpretation or clarification (purstaru to paragraph 9A). Reuse ofDocuramay: 3.7. CONTRACTOR and any Subcontractor or Supplier or other person or organization performing or furnishing my. of.the Work under a direct or irdi= contract with OWNER (i) shall not have or acquire any title to or owmirship rights in any of the Drawings, Specifications or other documents (o copies .of any thercol) prepared by or bearing the seal of ENGINEER a FNGTNEER's Consultant, and (ii)) shall not reuse any of such'Dmwings,'Spaificatioru; other documents a copies on crtensions,of the Project Or any other projcci without written consent of OWNER and ENGINEER and specific written verification or adaptation by ENGINEER - ARTICLE 4-AVALLABILITY OF LANDS; SUBSURFACE ,AND PHYSICAL CONDITIONS; REFERENCE POINTS Availability of Lands: shall funush, as indicated in the Contract lands upon which the Work: is to be uwrvtstt Mall iaenuty any emumorances or reanatons not of general application but specifically related to um of lands so furnished with which CONTRACTOR will have to comply in perfmnimg the Work- Easements for permanent structures or permanent changes m ex_ fisting facilities twill be obtained and paid forby OWNER, unless otherwise provided in the Contract Dananems. If CONTRACTOR -and OWNER are unable to agree on entitlement to;or the amount or extent of any adjustments in the Contract Price or the Contract Times as a result of any delay in'OWNERs fumishmg these. land; riglitsof= way or cmmcros; CONTRACTOR may make a claim therefo as provided in Articles I I and 12. '5 CONTRACTOR shall provide for all additional lands and access thereto that may be required for temporary construction facilities or storage of materials and equipment. 4.2. Subs . face and Physical Cendrions 4.2.1. Reponrs and Drawings. Reference is made to the Supplementary Conditions for identificationof: 4.2.1.1. Subsurface Conditons: Those reports of explomtrcr s and tests of subsurface conditions at or contiguous:to the site that have been utilized:by ENGINEER ur preparing the Contract Documents, and 4.11.2. Physical Conditions. 'Those drawings of physical conditions in or relating to existing carfare' ar subsurface structures at or contiguous to the site (except Underground Facilities) that have been I tilized by ENGINEER m preparing the Contract Documents. 4.2.2. LimitedRelianceby, CONTRACTOR- Arnhorized.' Technical Data: CONTRACTOR may rely upon the .general accuracy of the "tedutical'dam" contained in such reports and drawings, but such reports and drawingt are not Contract Dosiments. Such 'technical dam" is identified in the Supplementary Conditions. Except for such reliance on such 'technical data',.CONTRACTOR may not. rely upon. or make any claim against OWNER, ENGINEER or my of ENGMER's Consultants with respect to: 4.2.2:1. the completeness of, such reports and drawings for 'CONTRACTOR's .purposes, including. but not limited to, any aspects of the means, methods, tcahioques, sequences and procedures of construction to be employed by CONTRACTOR and safety precautions and programs incident thereto, or 4.2.2.2. other dats, interpretations, opinions and information contained in such reports or shown car indicated in such drswmgs;:or 4.2.23. my CONTRACTOR interpretation of Of conclusion drawn from any "technical data' or any such data, interrelation, opinions or information 4.2.3. Nohre. of Deering Subsurface or Physical Conditions: 1f..0ON`fRACTOR believes that any subsurface or physical condition at or contiguous.16 the site that is uncovered or revealed either. 42.3.1. is of such a nature -as to establish that any "mdatical data' on which CONTRACTOR is entitled to rely as provided in paragraphs 4.2.1 and 4.2.2 is materially inaccurate. or 4.2.3.2. is of such a rmture as to require a change m the Contract Documents, or 4.2.33. differs materially from that shmm or EICDCGR4EM CONDI-n6M 19108 (1990 Eddm) w/ MY OF FORT COIL NS MODIFICA"RONS ft-V 12000) indicated in the Contract Documents, or 4.23.4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the characterprovided for in the Cmtmci Documents; then CONTRACTOR shall, prarnptlg immediately alter becoming aware thereof and before further disturbing conditions affected thereby or perfmming any Work in connection therewith (except in an emergency as pe7 tted by pamgraph6.23), ratify OWNER and ENGINEER in wnti ng about such condition. CONTRACTOR shall not further disturb suchconditions or perfomt any Work in*connectiorrtherewith (except as aforemid) until receipt of written order to do so. 4.2.4. ENGfA'EF.R's Review: ENGINEER will promptly review the pertinent conditions, determine the necessity of OWNER's obtaining additional exploration or tests with respect thereto and advise OWNER in writing (with a copy to CONTRACTOR) of ENGINEER's findings and conclusions. 4.2.5. Possible Contract Doctonenls Change: If ENGINEER concludes that -a change in the Contract Documents is required as a result of a condition that mcets one or more of the categories in paragraph 4.2.3, a Work Change Directive or a Change Order will be issued as provided in Article 10 to reflect and document the consequences of such change. 4.2.6. Possible Price and Taney Aduslmenty: An equitable adjustment in the Contract -Price or in the Contract Timex or both, will be allowed to the extent that the existence of such uncovered or revealed condition causes an btcreaw or decrease in CONTRACTOR's cost oC or time required for performance oC the Work: subjectt, however, to the following: 4.2.6.1. such condition must meet any one or more of the categories described in paragraphs 4.2.3.1 through 4.2 3A, inclusive; 4.2.6.2. a change in the Contract Documents pursuant to paragraph 4.2.5 will not be an automatic authorization of tar a condition precedatt to entitlement to any such adjustment: 4.2.6.1 with respect to Work that is paid for on a -Unit Price Basis, any adjustment in Contract Rice will be subject .to the provisions of paragraphs 9.10 and 11.9. and 4.2.6.4. CONTRACTOR shall not be entitled to any adjustment in the Contiact.Wice or Times if. 4.2.6.4.1. CONTRACTOR knew of the existence of such conditions at the time CONTRACTOR made a fatal commitment to OWNER in respect of Contract Price and Contmct Times by the 0 • E 0 0 submission of a bid or becoming bound I -iled I - under a neg n co or iA2. the existence Rion, could reasonably iJcrcd cir reve-Ble&as a i vinafior, investigation, or study of the site an 4.2.6.4.3. CONTRACTOR failed to; give the written notice within the time. and as required by paragraph 4.2.3. If OWNER and CONTRACTOR --are unable to agroomi ciniflement to a as to the amount'or length of my such Nuilab!e adjustment in the Contract Price or Contract Times,' ,, claim may betrade therefor as provided' in Articles I I and 12. lf'c cr,.OWNER, ENGINEER and ENGINEERS Consultants shall not be liable to CONTRACTOR for any claims, costs, lows or damages sustained by CONTRACTOR on or in connection With any tither *ject or anticipated project 4,3. Phpical ConifftionsUnderground Facififies. 4.3.1. Shomorlindcated., The information and data shown or indicated in the Cmitract Dociumems with respect m existing Underground Dort Facilities 'at or o the site is base informaticer and data OWNER or ENGINEER by the owners of such Underground Facilities or by others. Unless it is 'otherwise expressly provided in the Supplementar , y Conditions: 4.3.1.1. OWNER and ENGINEER shall not be responsible for theaccaacy or completeness of any such lnformatcvi or dsaa; and 43.2, Not Shorin or lnhcaled: If an Undcagrourtil x, Facility,., m* uncovered or revealed at or contiguous to the site which was not-showrit or indicated in the Cent = Documents, CONTRACTOR shall, pronay immediately'alleir becoming aware thereof,and before further disturbing cariditioni affected thereby or &rfcmi4 my Work in cor' ectio'n-therew'ith (except in an emergency as required by paragraph6,23), identify the owner of such Underground Facility and EJCDCOEeRALCOMIM6NS191"(1999E4m) wciTyorFORT COLUtdMODIFICATIONS WV4120M) OR may make a claim s I I and 12. Havever, and ENGINEERs to CONTRACTOR f& damages incurred or Z on a in connection. Rejervvtce Pointi., 4.5. Asbestos, PCBs, Petrolesuni'llazardaus Waste or Radoadivi Material 7 ARTICLE S-BONDS AND LWJRANCE 0 Pnformnnce, Paymentand OiherBonds. 5.1. CONTRACTOR shall famish Perfortbanix and Payment Bonds, each in an amount at least: equal to the Contract Price as security far the faithful performance and a also fumish such other cumcat list of "Companies. Holdirg Certificates of Authority ;as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Compares" as published in Circular570'(amended) by the Audit Stag Bureau of Government FinancialOperations, U.S Treusury rkpartment _ All Bonds signed by an agent must be accompanied by a certifiedcopy of such agcnVs authority to act, 5.2. If the surety on any Bond furnished by CONTRACTOR is declared a bankrupt a becomes insolvent or its right to do business is terminated marry state where any part of the Project is located or it ceases to meet the requirements of ptmgraph 5.1', CONTRACTOR shall within ten days thereafter substitute another Bond and surety, both of which must be acceptable to OWNER 5.3. . licensed Sureties and Insurers; Ceriifernres of Insurance:" 5.3.1: All Bonds and insurance required by ..the a VCDCOENEM CONDIDONS 19105 0990 Edtim) g wi ary OF FORT COLti Ns MODIFICATIONS ou&4aoo0) meet such as may be • 0 • 0 CONTRACTOR "s Liability Insvmnce 5 4. CONTRACTOR shall purchase and maintain such liability and other insurance in is appropriate for the Work being performed and furnished and as will provide protection from claims set forth below which may arise out of or result from ,CONTRACfOR's ,performance and furnishing of the Work and CONTRACTOWs other obligations under the Contract Documents, whether it is to be performed' or furnished by, CONTRACTOR, any Subcwitraaa or SuppGc, or by anyone directly or nidirecily employed by any of them to perform or furnish .any or the Wak, or by anyone for whose acts any of them may be liable: 5A.1. cleans under waken oompensatior5 disability benefits and othci similar employee benefit acts; 5.4.2. claims for damagesbecause of bodi�lyy injury,. occupational sickness or disease, a ikath of CONTRACTOR's'employees 5.4.3. claims for damages because of bodily injury, sickness or disease, or death of any person other than CONTRACTOR's employees; 54:4. etaims-for-damages-manned-by-customary 5.4.5. claims for damages, other than to the Work itself because of injury to or destruction of tangible property wherever located, including loss of .use resdtingtherefrom;:and . 5.4.6.. claims for damages became of bodily injury or death of any person or property damage arising out of the ownership, maintenance or use of any motor vehicle. _ The policies of insurance so required by this paragraph 5.4 'to be purchased and mainimined shall: 5.4.7. with respect to insurance required by rapht 5.4.3 through 5.4,6 inclusive and 5.4.9, ine as additional hnsuieds(subject to any customary exclusion in _respect of ..professional liability); .OWNER. ENGINEER; ENGINEER's Consultants and any other persons or entities identified in the Supplementary Conditions, all of wham shall be listed as additional insureds, and include coverage for the respective officers and employer's of all such additional msurcds; 5.4.8. include the specific coverages and be.written for not lea than the limits of liability provided in the Supplementary Coalitions .or roWircd bylaws or Regulation, whichever is greater, 5.4.9. includecompletedoperaoorsinsursnce; E)CDCom,%6 ALCotylnoN519105(19906atim) wtdTV OF FORT CoLut s MODIFICATIONS ORfiV 4nM) 5.4.10. include 'contractual liability insurance covering CONTRACTOR's indemnity obligationsunder paragmph&6.12; 6.16 and 6.31 though 6.33; 5.4.11. contain 6 provision or endorsement -that -the coverage afforded will not be cancelled, materially. changed or renewal refused until at least: thirty days'. prior written notice has been given to OWNER and CONTRACTOR and to each other additional insured identified in the Supplementary Conditions to wham a certificate of inimance has been 'issued (anil*the certificates of insurance furnished by the CONTRACTOR pursuant to paragraph 5.3.2 will so provide); 5.4.12. remain in effect at least until final payment and at all times thereaRerwhen CONTRACTOR may be correcting. removing or replacing defective Wok in accordance with paragraph 13.12; and 5.4.13., with respect to completed operations bisurannce. and any insurance coverage written on a claims -made basis, remain in effort for at least two ycam after final payment (and CONTRACTOR shall famish OWNER and each other additional insured identified in the Supplementary Conditions to whom 6 certificate of insurance has been issued evidence sitisfictory to OWNER and any such: additional insured of continuation of such insurance at final payment and one year thereafter). OWNER's LitibiNty Insurance: 5.5. Tn addition to insurance required to be provided by CONTRACTOR under paragraph 5.4,. OWNER, at OWNER's option. may purchase and maintain at. OWNEIis expense OWNER's own liability insurance as will protect OWNER against claims which may arise from operation under the,Contract Documents Property lns anec 56—tlnl�s-dhcrwisa-pr<n`ided-irt-tlta-5uiiplemanp!9' C-unditicrts,-,OIYNGR-slw}l--purchase-arid-aneimein of-the-fitll-replacentmt-cast-theiaoC-(subject-to-sucda dechsliblo--emduM Tw-t ..•:za _ .t,. Supplemerdsry-Eorrr&tiara-oe-requercd--bj�-L-aws-ant RegUletions): Tit�sirtsuretwashallt 56.-I atetude—d*—iittaesws f—GWNER; RWDMH antidea-identified-tn-the-SupplemenE�y-Gondiliorg; eaehoEwFroarisKkemrvliehmve-en-mslaeblrvaerest andihall-beaislerfnsanasinedor-addikianalinsrtedt o. !am hat ..MI .., 1..:.w .�A_ .= e� ant.._ the ioveiege-thBRrvEtudelism-atRMvolicious-�nischia� oomtuarreem�tt-of-t#re-Wo�I;�IFthe-site-9WNbR-shell-in • udc-etpenses-imurtcirul-;hrrepev-or raplecemait-oFnny-alsllred-pigeS efinMgifl g-bu-Md ..L._.... ..0 .._.-_...mow __A c�--�'rvnu erdutoots} or-nt�eirotller-lomtian-theHvesxgreedio-inivrjtingby. �rovidad thatsuc#1-meieriel endequilmieM-have-beereeemmende herd <<<�m_ �fmd--E9--t. n-WAFigia-by issued: 59. OWNER sfull not be reTm m'ble for purcklsing end maintammg any propcty uautancc to protect the interests of CONTRACTOR SubcoMectois or others in iderltiFied-in-lha-Supplcmantery-6ornlit:mrx-T.L,a-risk-of such-loss-one-iFany-oF[Mm-vri�es-prepany-insu�ntx'e coverage-within-tha-limits-bC-sudt-amounts.-cvah-may piucheseendvteintoiniFe4th�purcheseds ownnxparLw. S40-1F69N7-RP.61'(H2-regtmts-in-mikitg4tebother EICDC004MAL CONDITIOM 19104 (IMEMM) 10 w/ CITY OF FORTCOLUM MODIFICAT10M(REV412eOU) 1_ ..AA:a.,_ OWN"! _u .:..L... w ". CONTRACT )R—$U1 t1tuf8GtOr5s of[oars,-dIFLvtOr�amployca%-old-eg"n[s-oFosty'of [haH1,-feFF of-u%-or-other-coreaqueMiel-las�-ext ml;; beyond-direa-physiceNess-or-dnmega-to whetw}�d �eut-ofKs ravelling fran-&reor-ot#ler-perd; ]wwrmt-irelaedtry9WNiiR.-aru1 L 0 reuway-agau+st-arty-ef-C,9N7F 4SF9R rzubcenuwom Completion of all the Work, such use or occupancy may, rn rn_rnrerro m.rnrnr_EWs n._::..n..._,..:._a 'he _m.. __ be accomplished in accordance with paragraph 14.10, �vided that no such use or occupancy shall commence 0elore the Insurers providing the property insurance hate Receipt andAppkautim ojinsaiance Procee(h. acknowledged notice thereof aid in writing effected any changes in coverage necesutated. thereby. The insurers 5.12: Any insured loss under the policies'oC insurance providing the property insurance shall consent .by. required by paragraphs 5.6 and 5.7 will be adjusted with endorsement on the policy or policies. but the property OWNER and made payable to OWNER as fiduciary for the insurance shall not be cancelled or permitted to'lapse on insureds, as their interests trey appear,, subject to the account of any such partial use'oi,cccupancy. requirements of any mpplicable mortgage clause and of puregraph5.l3. OWNER shell deposit in :a separate account Rny, money so received,. and shall distribute it in ARTICLE 6-CONTRACTOR'S .accordance with such agrmmenl as the parties in interest RESPONSIBILITIES may reach. If no other specialagreement is reached the 'damaged Work shall lie repared orreplaced, the moneys so rcceived applied on accotaht thereof: and the Work and the cost thereof co•ered by an appropriate Change Order or Sapenisoa andSupainten4mm Written Amendment. 6.1. CONTRACTOR shall :supervise, ,inspect and 5.13. OWNER as fiduciary shall have power to adjust direct the Work competently and efficiently. devoting and settle arty .loss with'the manners unless one of the such attention thereto and applying such skills .and parties in interest shall object in writirW within fiftceni days expertise is may be necessary to perform the .Work in after -the occurrence of Ins to OWNER's exercise of this amadance with the Contract Documents: power. If such objection be made, OWNER m fiduciary CONTRACTOR shall be solely responsible for the mean% shall make settlement with the insurers in accordance with methods, tcdvtiques; sequences and procedures of such agreemcrtt,as the parties in interest may reach If no corstnrction, but CONTRACTOR shall not be responsible such agreement among the parties -in interest is�rcached, for the negligence of others in the design or specification OWNER as fiduciary shall adjustand settle the loss with of a specie meats, method technique, sequence or the insurers procedure of cosuuction which is shown or indicated to lam 'ire-bead—feFthe and expressly required by the Contract Documents. _ _ _ CONTRACTOR shall be responsible to sec that the completed Work complies accurately with the.Contmct Acceptance of Bonds andlmaaronce,' Option to Replace: Documents, Partial Utilization -Property insruuuce: 5.15. If OWNER foals it necessary tagoccupy err use a portion or portions of the Work .prim to Substantial E)COC UD ER& CONDIMONS 1910-8 (19991549m) w/ CI TY OF FORT COWJNS MODIFICATIONS (REV ¢R000) is 6.2. CONTRACTOR shall keep on the Work at all times during its progress a competent resident superintendent, who shall not be replaced without written notice to, OWNER and ENGINEER except under Labor, Materials and Equipment: 6.3. CONTRACTOR shall provide competent. suitably qualified personnel to survey, lay 'out and construct the Work :as, required by the Contract Documents CONTRACTORshall. at all times maintain good disci line and order at the site. Except as otherwise required tar, .the safety ar protection of persons or the Work or property at the site or adjacent thereto, and except as otherwise indicated in the Contract Documents, all Work at the site shall be j>erfmriied during regular working horns and CONTRACTOR will not permit overtime work or the performance of Work an,Saturdey, Sunday m any legal holiday without OWNER's written consent given alter prior written notice to ENGINEER. CONTRACTORshall submit requests to tic ENGINEER no less than 48 hours in .advance of any Work to he aerfonned on Saturday. Sunday. Hdrdays or outside the R=Imr Working Hoots 11 6.4. Unless otherwise `specified in the General Requirements, CONTRACTOR shall famish and assume full responsibility for all materials, equipment, labor, transportation, construction equipment and machinery, tool; appina fuel power, light, heat, telephone, water, sanitary facilities, temporary facilities and all other facilities and incidentals necessary for the furnishing, performance, testing, start-up and completion of the Work. 6.4.1. Puchas nu Restrictions: CONTRACTOR museompIV with the City's purchasng restrictions. A coot/ of the resolutions are available for review in the offices of the purchasing end Risk Marwgeneit Division or the CIIV.CIcrk-'s olice. 6.4.2. .Cement RestriCollins macesResolution 91-121 requires of cement orpriducts com; inma'eement to certi that the cement was not made m cement kilns that bum hazardous waste as a M. 6.5. All materials and equipment .shall he of good quality and new, except as otherwise provided in the tract_ Document. Al warranties and guarantees specifically called for by the Specifications shall expressly run to the benefit of OWNER. If required by ENGINEER, CONTRACTOR - shall famish satisfactory evidence (including reports of required test) as to the kind and quality of materials and equipment All materials and equipment shall be applied, installed, connected, erected, used, cleaned and coralmoned in accordance with instructions of the applicable Supplier, except as otherwise provided in the Contract Documents Progress Sobedule: 6.6.. CONTRACTOR shall adhere to the progress. schedule established in accordance with paragraph 2.9 as it may be adjusted from time to time as provided below: 6.6.1, CONTRACTOR shag submit to ENGINEER for acceptance (to theextent indicated 'in pamgmph a9) proposed adjustments in thi. progress. schedule that will. not change the Contract Times (or Milestones). Such adjustments will conform generally to the progress schedule.tien in effect and additionally will comply with any provisions of the General Requirements applicable thereto: 6.6.2. Proposed adjustment in the, progress schedule .that will change the Coritmct Times (or Milestones) shell be submitted in accordance with the requirements of paragraph 12.1. Such adjustments may Only be made by a Change Order or Written Amendment in accordance with Article 12. 6.7. Sabstitatrs and "Or -Equal" Items: 6.7.1. Whenever an item of material or equipment is specified or described in the Contract Document by using the name of a proprietary item or the name of a particular. Supplier, the specification a description is intended to establish the type... function and.quality required. Unless the specification or description E)MCGENEM CONDfI OM 1910 9 (1990 Edtim) 12 w/CITY OF FORTOOLUNsmoDIFICAT10Ns"V41200a) contains or is followed by words reading that no like. equivalent or "or -equal" item or no substitution is permitted, other items of material ar equipment or material or equipment of other Suppliers may be accepted by ENGINEER unda the following circumstances: 6.7.1.1. 'Or -Equal^ If in ENGib discretion an item of material or proposed by CONTRACTOR is no crsnge to relates wont ww oe req be considered by ENGINEER as a item, in which case review and-app proposed item may, in ENGIN discretion,, bri necomplishod without 6.7.1.2. Substitute ltemr: If in ENGINEER's sale discretion an item of material or equipmtut proposed by CONTRACTOR does not"qualify as an "orryual" item under subpazegreph 6.7.1.1, it will be considered a proposed substitute item. information as provided below to allmv ENGINEER to determine that the item of material or equipment proposed is essentially oquivalent to that reamed and an acceptable substitute therefor. The procedure for review by the ENGINEER will include the following as supplemented in the General Requirements and as ENGINEER may decide is appropriate under the circumstances. Request for review of proposed substitute items of material or equipment will not be accepted by ENGINEER from anyone other than CONTRACTOR If CONTRACTOR wipes to famish or use a substitute item of material or equipment, CONTRACTOR .shall fast make .written application to ENGINEER for acceptance thereof, certifying that the proposed substitute will perform adequately the functions and achieve the results called for by the general design, be similar in substance to that specified and be suited to the same use as that specified Theapplication will .state the cxterti..if.arry. to which the evaluation and acceptance or the proposed substitute will prejudice CONTRACTOR's achievement of .Substantial Completion vl time, whether or not aoceptance,of the substitute for use in the Work will require a charge in any or the Contract Documents (or in the provision of any other direct contract with OWNER for work on .the Project) to adapt the design to the proposed substitute and whether or not incorporstlon oruse of the substitute in cavnection with the Work is subject to payment of any license -fee or royalty. All variations of the proposed substitute fmm that specified will be identified in the application and available mai tenatce; repair and replacement service will be' indicated The application will also contain an itemized estimate of all costs or credits that will result directly or indirectly from acceptance of such substitute, including costs of redesign and claims of other contractors affected 11 0 11 • 0 by ;the resulting cbsnge, all of which will be -by CONTRACTOR . shall perform not less 'than 20 io. ed ENGINEER in evaluating the percent of the Work with its own faces (that is: pr sed substitute. ENGINEER may requae without subconuaclina). ft percent rnpwremenl CO RACTOR to furnish additional data -about shall be. understood to refer to the Workihe value of the'propoxd substjtulc. - - which towls'not less than 20 Mcent of the Contract Price. 6.7,13. CONTRACTOR's Exjiense: All data to be Provided by CONTRACTOR in support of any 6.8.2. If-the-�tpplememary '6cmdiGms Biddine proposed "or -equal" a substitute item will be at Document require :the identity of -certain CONTRACTOR's,expcnse. Suboonlrnctom Suppliers or other persons or orgariimuors (including those who are to furnish the 6.7.2. Substitute Construction McLhods or items of materials or equiprnent)to be Procedures:- If a .specific means, method, technique, ,ptintcipal submitted to OWNER in-advarroe-of-the-speoified sequence or procedure ofconstruction is shown or Hate prior to the Eflective Date of the Agreement -for indicated in and expressly required by the Contract acceptance by OWNER and ENGINEE"ad-if Documents,, CONTRACTOR may furnish or utilize a , - '. ' :. substitute means, method, technique, sequence or . ., procedure of construction acceptable to ENGINEER. OWNER's or ENGINEER'S acccptance (either in CONTRACTOR shall,submil sufficient infatuation to writug orby failing to make written objection thereto alloy ENGINEER,. in ENGINEER's sole discretion, to by the date in dicate i for acceptance or objection in determine that the substituteproposed is equivalent to the bidding documentsorthe Contract Doaments)d PU thet.,expresMy called for by the Contract Documents. 1 . '. ' li e1. r..on-or The procedure for review by ENGINEER will bni simila to that provided in subparagraph 6.7.1.2: 6.7.3. Engineer's Evauuatign:. ENGINEER will .be acceptable-sir`o.IImt:i-a,e--^rime! 1 riee Ell --be allowed a reasonable time within which to evaluate c-e-51 ease, wed by each proposal or submittal made pursuant to 1ro41-substitu[ion-nrtd�n-eppraprietr-C7ranga-Order paragraphs 6.7.1.2 and 6.7.2. ENGINEER will be the ' :sale judge or acceptability. No 'orequal" or be installed wra[ituto a cordition�of the.Contract re uv'ri e hers wSsomte will ordered, or utilized without ENGINEER'a prior written acceptance which will be use of the named sir ntractors. supp a other pe sorts or orpanimt on en the won{; unless poor evidenced by either a Change order or an approved written apwoval. isobtained from OWNER and Shop _. Drawing. OWNER may inquire "ENGINEER. No acceptance by OWNER or .. , CONTRACTOR to furnish at CONTRACTOR's ENGINEER crony such Subcontractor, Supplier or expense a special performance guarantee or other other person or orgammtion shall constitute a waiver surety with respcet wany "or -equal" or substitute. of :any right, of OWNER or ENGINEER to reject ENGINEER will record time required by defective Work. ENGINEER and ENOINEER's Consultants in evaluating substitutes' proposed or submitted by 6.9. CONTRACTOR pursuant to paragraphs 63.12 and '6.7.2 and in making changes in the. Contract 6.9.1. CONTRACTORshall be fully responsble to _. Documents (or in the provisions of any other direct .. OWNER and ENGINEER for all sets and omissions contract with OWNER for work on the Project) of the Subcontractors, Suppliers and other persons occasioned thereby. Whether or not ENGINEER and organizations performing or furnishing my of - accep is a substitute item -so proposed or submitted by Work under a direct or indirect contract with CONTRACTOR CONTRACTOR shall reimburse CONTRACTOR just as ,CONTRACTOR is OWNER fa the charges of' ENGINEER and responsible for CONTRACTOR's own acts and ENGINIEER's Consultants for evaluating each such omissions. Nothing in the Contract Documents shall -benefit proposed substitute item. create for the of any .such Subcontractor. Supplier or other ,person or organization any 6_8. Concerning Subcontractor, Suppliers and contractual relationship between OWNER or Others: ENGINEER and any such Subcontractor, Supplier or other person or agavization nor shall it create any 6.8.1. CONTRACTOR shall not employ any obligatiou,on the part o(OWNER orENGINEERw Subcontractor, Supplier or other: person br organniatiwt -those pay or to'see to the payment of any motleys due any (including a&eptable to OWNER and such Subcontractor, Supplier or other person or ENGINEER as indicated in paragraph 6.8.2), whether organization except as may otherwise be required by initially, a as a substitute. against whom OWNER or Laws and Regulatiom. OWNER or ENGINEER mev ENGINEER may have reasonable objection, furnish to any subcontractor, supplier or other ocrsem ;CONTRACTOR shall not be required to employ any or omanizatiat .evidence of amounts paid to .Subcontractor, Su lice or other pemon or orgamznnon CONTRACTOR in .accordance with to Tarnish a. pertomn any of the Wort: against whom CONTRACTOR'S' "Applications fa Payment". CONTRACTOR- has reasonable objection. Ficoco NERAI. coror Iom t91a8 o99a Eatim) w7CITY OF FORT 60LU S MODIhCATIONS (FtEV912a0a) 13 FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD • PROJECT SPECIAL PROVISIONS REVISION OF SECTION 631 PEDESTRIAN BRIDGE ABUTMENT Section 631 is hereby added to the Standard Specifications for this project as follows: DESCRIPTION 631.01 This work consists of the construction of the pedestrian bridge abutments as detailed in the construction plans. 631.02 Materials shall meet the requirements specified in the following subsections: Concrete Class D 601 Reinforcing Steel 602 All materials used in the construction of the bridge abutments shall also follow the guidelines detailed in the plans. METHOD OF MEASUREMENT 631.03 Pedestrian bridge abutments will be measured by the complete Pedestrian Bridge Abutment installed and accepted. BASIS OF PAYMENT . 628.08 The accepted quantity shall be paid for at the contract unit price for the pay unit listed below. Payment will be made under: PAY ITEM PAY UNIT Pedestrian Bridge Abutment (40 foot) EACH Pedestrian Bridge Abutment (100 foot) EACH Payment shall be full compensation for all work necessary to complete the item, which shall include all materials, tools, equipment, and labor. The bridge girder and deck unit shall be measured and paid for separately. Helix pier will be measured and paid for separately under item 503. 12" caissons will be measured and paid for separately under item 503. Anchor bolts and other hardware shall be included in Item 631. SP-34 • Addendum 1 — 7664 Fossil Creek Trail Underpass at Trilby Road Page 11 of 12 6.9.2. CONTRACTOR shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Supplier and other persona and cvganimtions performing or furnishing any of the Work Harder a direct or indirect contract with CONTRACTOR. CONTRACTOR shall require .all Subcontractors, Suppliers and such other persons and .organizations performing or .furnishing any of the Work to communicate with the ENGINEER through CONTRACTOR 6.10. The divisions and sections of the Specifications and the identifications of an Drawings shall not control CONTRACTOR in %viding the Work amorg .Subcontractors a Suppliers or delineating the Work to be performed by any spcclfic trade. 6.11. All Work performed for CONTRACTOR by a Subcontractor or Supplier will be pursuant to an appropriate agreement between CONTRACTOR and the Subcontractor or Supplier which specifically binds the Subcontractor ,or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of Parent Fees and Rof affies CONTRACTOR shall pay all license fees and s and assrane all costs incident to the use in the ance of the Work or the incorporation in the Work invention, design, process, product or device which abject of patent rights or copyrights held by others. . . titular invention, design,process, product or device ified in the Contract Documents'fa use in the ante of the Work and if to the pawl knowledpe of R or ENGINEER itsuseis subiect to patent rtnlas or copynSW calling toy the payment of any license tee or royalty to others, the existence of such rights shall be disclosed by OWNER in the Contract Documents. To the fullest esent permitted_ by Laws and Regulations, CONTRACTOR shall indemnify and hold harmless OWNER, I?NG11,113GR ENGINEER's Consultants and the officers directors, employees, agents and other consultants of each and any of them from and against all claims, costs, losses and damages arising out of or resulting from any arringement of patent rights or op mmdcrd to the use in the performance of the Wotk m 11".1dng'from the incorporation in the Work of any, mvoution, design, process, product or device not specified in the Contract Documents EICDCOEMUL CONDITIOM 1910409906dt1m1 14 w/CITY OF FORT COLUN3 MODIFICATIONS(Rh'V4R0A Perm ts. 6.13. Unless otherwise provided in the,Supplementaty Conditions, CONTRACTOR shall obtain and pay for all construction permils and licenses. OWNER shall assist CONTRACTOR, :when necessary, "in' obtaining such permits and licenses. CONTRACTOR shall pay all governmental charges and. inspection fees necessary for the prosecution of the Work, which we applicable at the time of opening of Bids, or, if there arc no Bids, on the Effective Date of the Agreement. CONTRACTOR shall pay all charges of utility owners for connectians to the Work, and OWNER shall pay all charges of such utility owners forcapital costs related thereto such as plant investment fees. 6.14. Daasandituiafions: 6.14.1. CONTRACTOR shall give all notices and comply with all laws and Regulations applicable to furnishing and performance of the Work: Except where otherwise expressly required by applicable Laws and Regulatiom neither OWNER nor ENGWERR shall be responsible for monitoring CONTRACTOR's compliance with any Laws or Regulations. 6:14.2. If CONTRACTOR performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, CONTRACTOR shall bear all claims, costs, losses and damages caused by, arising out of or resulting tho efrom; however, it shall not be CONTRACTOR's primary responsibility to make certain that the.Spaifiratiaa and Drawings are in accordance with Laws and Regulations, but this shall not relieve CONTRACTOR of CONTRACTOR's obligationis uncle paragraph 3.3.2. Taxes 6.15. CONTRACTOR shall pay all sales, consumer, use and other similar taxes required to be paid by CONTRACTOR in accordance with :the Laws and Regulations of the place of the Project which we applicable during the performance of the Work. 6.151 OWNER is exemin from Colorado. State and loal .sales :tad use [axes un materials to he txrmanrendy irKorporated into the project. Said taxes shall rat be includee in the Contract Price. Address: Colorado Department of Revenue .State Capital Annex • 11 E 1375 Shemtm Street Denver) Colorado. S 0261 :Sales and Use Taxes Cer the .State of Colorado RetinalTransportationDistrict (RTD) and certain Colorado . counties are collected by the State of Colorado .and me� included in the Catifieation of Ez, Ption All noolimble Sales end Use Taxes (ircluditre State wlleded coxes). on anv items other than cansWctioii .and building materials Physically incorporated into the "'rat are Lobe- id. - `CONTRACTOR and are to meluded in aoaaoriate bid items. 'Use'ofPremiser 6.16.. CONTRACTOR shall confine comtltrctim equipment. the storage of materials and equipment and they q� hors of workers to the .site and land and areas identified in and permitted by the Contract Documents and other land and areas permitted by' Laws and Regulations, rights -of -way, permits and moments, and shall act ummonably encumber the premises with construction :equipment . err other materials a equipment. CONTRACTOR shall assume full responsibility for any damage to any such land or area, or to the owner or occupmt thereof or of any, adjacent land or auras, resulting from the performance of the Work. Should any claim be made by any .such owner or occupant bemuse of the .performance of the Work, CONTRACTOR shall promptly 'settle with such .other party by negotiation or otherwise resolve the claim by arbitration or other dupOre resolution proceed'ug or: at law. CONTRACTOR sha(L to the fullest ,¢tent permitted by Laws and Regulations, indemnify and hold harmless OWNER. ENGINEER ENGINEERs Consultant and anyone directly or indirectly employed by -any of them'from;and :against all claims; costs, losses. and damages ansig.oul of or resulting from any claim or action, legal a equitable, brought by any such owner or occupant against OWNER ENGINEER or any other party indemnified hereunder to the extent caused by or based upon CONTRACTOR's performance of theWork. .6.17. During the progress of the Work, CONTRACTOR 'shag. keep the premises Gee from attumulationts of waste materials, rubbish and other debris resulting from the Work At the completion of the Work CONTRACTOR shall remove all waste materials; rubbish and debris Gan said about the premises as well as all tools, appliances, construction equipment and machinery and surplus Wort:. CONTRACTOR. shall restate to all property not designated for alteration 6.18. CONTRACTOR shall notload mr permit may pan oC any struc[ue to be loaded N airy m , r that will endanger Ito structae, rnI shall CONTRACTOR subjat enypart oCthe Work a adjaoerit property o'stresses err jresanres that will endorsor iL Record D"Umemrs EJCDCOENERAL CONDIT16N319108 (1990 Edtim) WICItY OF FORT COLLINS M015lhCATIONSO EV 9R000) 6.19. CONTRACTOR shall maintain in a safe placeat thesite one record copy, of all Drawings; Specifiealions, Addenda, Written Amendments. Change Orders, Work Change D'vectives, Field -Orders and written interpretations and clarifications (issued pursuant to paragraph 9.4) in good order and annotated to showall changes made during, construction These record documents together with all approved Samples and a counterpart of all approved Shop Drawings will .be available to ENGINEER for refactca Upon completion of the Work, and prior to release of final oaymcht these record documents. Samples.aind Shop Drawings will be delivered to ENGINEER for OWNER. Safety and Protection 6.20. CONTRACTOR shall be responsible for initiating, maintaining .and supervising all safety precautions and programs in co nectim with the Work. CONTRACTOR shall take all necessary precautions for the'safdy cC and shall provide the necessary protection to prevent damage, injury or loss to: 6.20.1. all persons on the Work site or who may be affected by the Work; 6.20.2. all the Work and materials and. equipment to be incorporated therein; whether instorage on or off the site; and 6.20.3. other propertyat the site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities and 'Underground Facilities not designated for mmoval, relocation or replacement in the course of construction. CONTRACTOR shall comply with all applicable Laws and Regulations of any public body having junsdictim far safety of persons or property or to protect them from damage, injury or loss;. and Y U am and maintain all necessary, 'safeguards for such- safety and protection. CONTRACTOR shall ratify owners ofadjacau property and of Underground Facili6es:e"- utility 'owners..when prosecution of mho Work may affect t}tcm; and shall cooperate with them in the procn, removal, relocation and replacement of their propMy. All damage, injury or loss to any property referred to m rat pis 6.20.2 or 620.3 can directly or udirectly, in whole a in part by CONTRACTOR airy SubIto z, Supplier or any other person a organisation directly a indirectly employed by eny:of them to perform or f tmish any. of the Work or anyone fa whose acts eery of them maybe liable, shall be remedied by CONTRACTOR,(ercept damage or loss attributable to the fault of Drawings or Specifications onto the actsor-omissimts of OWNER or ENGINEER or ENGINEERs'Consultant or anyone employed by airy oC them a mrrym'e for whose acts any of them may be liable, and not attributable, directly or indirectly, in whole or in part,, to the fault or negligence of CONTRACTOR or arty Subcontractor, Supplier or other person or organimtion and protection of the Work shalt continue until such time as all the Work is completed and ENGINEER has issued a 15 notice to OWNER and CONTRACTOR in accordance .with paragaph 14.13 that the Work is acceptable (except as otherwise expressly provided in connection with Substantial Completion). 6.21. Safety RepresenmHve: CONTRACTOR shall designate a quabdied and enperienoul safety representative at the site whose duties and responsibilities shall be the prevention of accidents and the mamtammg end supervising of safety precautions and lnograms. Hazard Communication Programs: 6.22. CONTRACTOR shall be responsible fin coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers. at the site in accordance with Laws or Regulauonns Emergencies: 6.13. In emergencies affecting the safety a protection of persons or'die Work or property at the site or adjacent thereto, CONTRACTOR, wnthrin,special instruction or authoriintion from OWNER or ENGINEER, is obligated to act to prevent threatened damage, injury or loss. CONTRACTOR shall give ENGINEER prompt written notice if CONTRACTOR believes that any .significant changes in the Work or variations from the Contract Documents have been caused thereby. If ENGINEER determines that a change in the Contract Documents is required because of the action taken by CONTRACTOR in response to such an emergency, a- Work Charge Directive or Change Order will be issued to document the "consequences of such action 6.24. Shop DmwingsandSamptes: 6.24.1. CONTRACTOR shall submit Shop Drawings to ENGINEER for review and approval in accordance with the accepted schedule or Shop Drawings and Sample mbinittals (see paragraph 2.9). All submittals will be idemifted as ENGINEER may require and in the number of copies specified in the General Requirements. The data shown on the Shop Drawings will be complete with respect to quantities, dimensions, specified performance and design criteria, materials and similar data to show ENGINEER the materials and equipment CONTRACTOR proposes to provide and to .enable ENGINEER to review the information for the limited purposes required by pamgmpti 626. 6.24.2. ;CONTRACTOR shall also submit Samples to ENGINEER for review and approval in accordance with said accepted schedule of Shop Drawings and Sample submittals. Each Sample will be identified dearly as :to material, Supplier, pmtinenl data such as catalog numbers and the rise for which intended and otherwise as ENGINEER may require to enable ENGINEER to review the submittal for the limited EJCOCGENERAI COMMONS 19109 (1990 Ediku) 16 vdar' OF FORT ooujirs MOD61CAnorc;(REV4n000) purposes requbed by pamgroph6.26. The numbers of each Sampled be submitted will be as specified in the Specifications. 6.25. SubmittalProcedures: 6.25.1.IBefore submitting each Shop Drawing or Sample. CONTRACTOR shall have determined and verified: 6.25.1.1. all field measurements, quantities, dimensions, specified performance criteria, installation requirements; materials, catalog numbers and similar information with respect thereto, 6.25.1.2. oil materials with respect to intended use, fabrication, shipprn8: handling, storage, assembly and installation pertammg to due performance of the Work, and 6.25.1.3. all irifoi istidn relative to CONfRACTOR's sole responsibilities in respect of means, methods, techniques, sequences and procedures of construction and safety precautions and programs incident thereto. CONTRACTOR shall also have reviewed and coordinated each Shop Dmwug a Sample with other Shop Drawings .and Samples and with the requirements of the Work and the Contract Documents. 6.25.2. Each submittal will bear a stamp or specific written indication that CONTRACTOR has satisfied CONTRACTOR's obligations under the Contract Documents with respect to CONTRACTOR's review and approval of that mbmfttal ' 6.25.3. At the time of each submision, CONTRACTOR shall give ENGINEER specific written notice of such variations, if any, that the Shop Drawing or Sample submitted may have from the requirements of the Contract Doctuncm, such notice to be in a written crm unicatiorn separate from the submittal; and, in addition, shall nose a specific notation to be made on each Shop Drawing and Sample. submitted to ENGINEER for review oral approval of each such variation. 6.26. ENGINEER will review and approve Shop Draw ugs and Samples in accordance with the schedule of Shop Drawings and Sample submiaals accepted,by ENGINEER as required by paragraph 2.9. ENGINEER's review and approval will be only to determine if the items covered by the submittals will, after installation or incorporation in the Wort:, conform to the information given in the Con[racl Documents and be compatible with the designconcept of the completed Project as a functioning whole as indicated by the Contract D ocumai s. ENGINEER's review and approval will not extend to marts, methods, techniques, sequences or procedures of construction (except where a particular means, method, technique, sequence or procedure of • 0 'coistuolion is specifically. and expressly called for by the. Contract I)oaiments). or to safety precautions or programs incdw thereto. The review and approval of a se to item as such will not indicate approval of the assembly in which the item functions. CONTRACTOR shall make corrections requiredby ENGINEER, and shall return the .required munber of corrected copra of Shop Drawings and submit as required new Samplesfor review and approval. 'CONTRACTOR shall direct specific allentim in wiling to revisions other than the corrections called for by ENGINEER on previous subrulltela 6.27. ENGMEER's review and approval of Sl Drurp Drawings or Samples shall not relieve CONTRACTOR from responsibility for any variation from the requirements' at the time of submission as 6.25.3 and ENGINEER has of each such yariatim by a sl tv from 6,28. Where a Shop Drawing or Sample is required by the Contract Documents or the schedule of Shop Drawing. and Sample submissions accepted by ENGINEER as requred.by ptmgraph2.9, any related Work performed poor to ENGINEER's review and approval of the pertinent' whmitml. willheat the sole expense and responsibility of 'CONTRACTOR Continuing Me Work- 6.29. CONTRACTOR shall carry on the Work and adhere to the progress schedule during all disputes or •• - "disagreements with OWNER. No Won. shall be delayed a postponed pending resolution :of any disputes or disagreements, except as permitted. by pafagmph 15.5 an OWNER and CONTRACTOR may otherwise agree in writing. 6:30. COATRA4TOR's, General Warranty and Qaranree.' accordance with the Contract Documents or a release of CONTRACTOR's obligation to perform the Work - in accordance with the Contract Documents: 6.30.2.1. observations by ENGINEER; 6.30.2.2, recommendation of any progress or fatal payment by ENGINEER; 6:30.2.3. the issuance of a artilicale of Substantial Completion or any payment by OWNER to CONTRACTOR under the Contract Documents; 6.30.2.4. use or occupancy of the Work or arty part thereof by OWNER; 630.2.5. any.acccptance by OWNER or any failure to do so:. .. 6.30.2.6. any review and approval of a Shop Drawing or Sit' mple subminal or the issuance of a ,notice of acceptability by ENGINEER pursuant to paragraph 14.13; 6.30.23. any inspection, test or approval by others; or 6.30.2.8: arry.rorrectim of defective Work by OWNER Indemtiifrmdon 6.31. To the, fullest extent permitted by Laws,and Regulations, CONTRACTOR shall indemnify and hold harmless -OWNER ENGINEER ENGINEER's Consultants and the officers, directors, employees, agents and other consultants of each and any of them from and against all claims, costs, losses and damages (including. but .not limited to, all tees and charges of ergincers, architects,. attorneys and other Professionals and all court 6.30.1. CONTRACTOR warrants and guarantees to (a OWNER, ENGINEER and ENGINEER's Consultants M. thei all Work will be in accordance with the Contract by Documents 'and will not - be defee6e. Su CONTRACTOR's warranty and guarantee bereurider dr excludes defects a damage caused by: or of 6.30.1.E .abuse, modification or mtpro r in maintenance or operation by persons other thin inn CONTRACTOR, Subecntractors or Suppliers; a up 630.1.2. normal wear and tear under normal umge. 6.30.2.CONTRACTOA's obligation to perform and complete the Work in accordance with. the Contract Documents shall be absolute.. Nine of the following will constitute anacceptance of Work that is not in E I)COENERAL CONDITIONS 19108(1990 Ec1lim) .f bswOF FORT Mitres r toDtncAT16N3 (REV 4n006) 0 provided that any such claim, oast; loss or damage; ntributable'tobodily injury, sickness, disease or or to injury to or destruction of tangible property than the Work itself). includ ng the loss of use g thereGan, and (ii) is caused in whole or in pan negligent act or omission of CONTRACTOR any *actor, any Supplier, any person or organization y or indirectly employed by any of them lo'perfam a anyy of the Work or anyone for whose acts any n may be liable,' regardless of whether or not caused by any negbgence or omission of a person or entity ed hereunder.a whether liability is imposed such indemitilled party by Laws and Regulations kss of the negligence of any such person rA entity. 6.3Z In -.arty and all claims against OWNER or ENGINEER�or any of their respective conisuhants, agents. ofHeeis, directors or employes by any cmploycc (or the survivor or ppccrseoal mpresentativc of such cnployce) of CONTRACTOR any Subcontractor, any .Supplier, any person or organizatim directly or indirectly employed by 17 any of them to perform or furnish any of the Work or .anyone. for whose, acts any of them may be liable; the indemnification obligation under Paragraph 6.31 shall riot be limited at any way by any limaatron on the amount or type of damages, canperrmiion or benefits payable by or for COMMACTOR or any such Subcontractor, Supplier or other person or organiaabon under workers' compensation acts, disability benefit ads or other employee benefit acts. 6.33. The indemnification obligations of CONTRACTOR under paragraph 6.31 shall not extend to the liability of ENGINEER and ENGINEER'S Cormdtanm, offmrs, directors, employees or agents paused by the professional negligence, errors or omissions of any of than. Sanilnl ofObugaffoar 6.34. All representations, indemnifications, warranties and guarantees made in required by or. given in accordance with the Contract Documents, as well as all continuing obligations indicated in they Contract Documents, will survive final payment, completion and ire ptmice.of the Work and termination or completion of the Agreement. ARTICLE 7—OTFIER WORK Related Work at Site:. T1. OWNER may perform other work related to the Project at the site by OWNER' own forces, or let other direct contracts therefor which shall contain General Conditions similar to ihese, or have other work performed by utility owners. If the fad that such other work is to be performed was not noted in the Contract Documents, then: (i) written notice thereof will be given to CONTRACTOR prior to starting any such other work and (it) CONTRACTOR may make a claimtherefor as provided in Articles 11 ant 12 if CONTRACTOR believes that such performance will involve additional expense to CONTRACTOR or requires additional time and the parties. are unable to agree as to the amount or extent thereof 7.2. CONTRACTOR small afford each other contractor who is a party to such a -direct cortract and each utility owner (and OWNER, if OWNER is performing the additional work with OWNERS employees) proper and safe access to the site and a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work and shall pprroperly connect and coordinate the Wok with theirs Unles'otherwise .provided in the Contract Documents, CONTRACTOR shall do all culling fitting and patching of the Work drat may be required to make its several parts come together properly and integmte with such other work. CONTRACTOR shall net endanger arry work of others by cutting exwvetutg or otherwise altering their work and will may cut u alter thew work with the written consent of ENGINEER and the others whose work will be affected. The duties and respmuibilitirs.of CONTRACTOR under this paragraph are for the benefit of such utility owners and other contractors to the extent that there are comparable EXDCOENFIt& CONDITIONS 19108 (1990E6tim) 18 W/CITY OEFORTC011IMMODIFICATTONS(REV4R000) provisions,for the benefit of CONTRACTOR in said • direct comaclsbetween OWNER and such utility owners and other contactors: 7.3. If the proper execution or results of any ran of CONTRACTOR's Work depends u* wort: *fbhned by others under this Article 7, CONTRACTOR shall inspect such other work and promptly report to 04GINEER in writing my delays,'defmts or deficiencies in such other work that render it unavailable or msuitable for the proper execution and results of f CONTRACTOR's Work. CONTRACTOR's .failure 'so to report will constitute an amepmnce of such other work as fit and proper _ for integration with CONTRACTOR'S Work except for latent or nonapparent defects and deficiencies in such other work. Coordnation: 74. If OWNER contracts with others for the performance of other work on the Project at thesite, the followingwill be set Rxtli in Supplementary Conditions: 7 4.1. the person, firm or corporation who will have authority and responsibility for coordination of the activities among the various prime contractors will be idchtified; 7.4.2. the specific matters to .be covered by such authority and responsibility will be itemized; and 7.4.3. the extent of such authority and responsibilities will be provided Unless otherwise .provided in the Supplementary Corditiore, OWNER shall have sole authority and responsibility in respect of such coordination ARTICLE 8—OWNER'S RESPONSIRILMES • 8.1, Except as otherwise provided in these General Conditions, OWNER shall issue all communications to CONTRACTOR through ENGINEER. 8.2. In case of termination of the employment of ENGINEER. OWNER shall appoint an engineer against wkem-CONT{iAC—TOR—makcs-ne-rmsemable-ebjechm whose status under the Contract Documents shell be that of the former ENGINEER 8.3. OWNER shall furnish the dare required of OWNER under the Contract Documents promptly and shall make payments to CONTRACTOR promptly when they are due as provided in paragraphs 14.4 and 14,13. 8.4. OWNER's duties in respect of providing lands and easements and providing engineering suveyyss to establish reference points me set forth in paregrspls 4.1 end -4.4. Peiagnaph4.2 rcfem.to OWNER's identifying and making available to CONTRACTOR topics of reports of explorstions and team of subsuface conditions at the site and drawings of physical conditions in existing • `sbnlctures et or contiguous to,the site that have been utilized that has been made and the quality of the'vaiious ag9ects by ENGINM- in preparing the Contract Documents of CONTRACTOR's executed Work. Based an information obtained during such visits and duervsticros ENGINEER will endeavor for the benefit of OWNER to WO Ml - determine, in general, if the Work is . proceeding in fotth-io-psragrephs33tivaigti-ShQ. accordance with the Contract Documens ENGINEER will not be required to makeexhaustive or continuous on- 8.6. OWNER is obligated to execute Orange Orders as site inspections to chuck the quality or quantity of the indicated in paragraph 10.4. Work. ENGINEERSs efforts will be directed toward providing for OWNER a greater degree of confidence that &7. OWNER's responsibility in respect of certain the completed Work will conform generally to the inspections, tests and approvals is, set :forth in Cmurad Documents. On basis of such visits and on - paragraph 13A. site obserJations, ENGINEER will keep OWNER unformed of the progress of the Work and will endeavor to 8.8. In connection with OWNER's right to. stop Work a guard OWNER ,agninst djeetive Work. ENGINEER's suspend Wort:, see pamgnp hs 13.10 and 15.1. 15.2 deals with �OWNER's right to termaiite visits. and on -site observations am *subject to all the limitations, on ENGINEER's responsibility Paragraph authority and services of CONTRACTOR under ocnmin circumstances. set forth m paragraph 9.13, and particularly, but without limitation or as a result of ENGINEER's on -site 8.9. The OWNER shall not supervise, direct or have visits or observations of CONTRACfOWs Work ,control or sutho'rrty over, rear be responsible for, ENGINEER will not supervise, direct, control or have CONTRACTORS means, methods, techniques, sequences hudority' over or be responsible far CONTRACTOR's or procedures of construction or the safely precautions and means, methods, techniques,. sequences or procedures of programs ;incident theeto, or' for any failure of construction, or .the safety precautions. and, programs CONTRACTOR to comply with Laws and. Regulations incident thereto, at for any failure of CONTRACTOR to applicable to the fumisAing or performance of the Work. OWNER will not be responsible for CONTRACTOR's comply with Laws and Regulations .applicable to .the furnishing or petimmance of the Work. faihuc to palorm or furnish the Work in accordance with the Contrast Documents. Project Represrn axtim 9.3. if OWNER and ENGINEER agree, ENGINEER :.._..� r,� __R W , .__ will famish a Resident Projcct Representative to assist !ed at t1te' -'e '- ENGINEER in providing more continuous observation of so! feak-w peregneph,44. the Work. The responsibilities and <authority and limitations thereon of any such Resident Project iftwel te the extent OWNER has agreed to ficstis! Representative and assistants will be asprovided in • pamgraphs9.3 and 9.13 end--ia--she-�xj3plertrentaq. errxrgements-have-beznt-niede-to-satsFy-BWNIIF+s. Gonditierrs of these General Corditiota 1C OWNER designates anther representative or agent,to represent responsibility-ip-raspeot-thereof-vvi11-6e-asset-forth-stthe OWNER at the sitewho is not ENGINEER's Consultant, Suppleme itarycomditiets, agent or employs, the responsibilities and authority end limitations thereon of such other person will be as provided in .ARTICLE 9-ENGINEER'S STATUS DURING ofthese.General Contlitions If the ENGINEERfurahes CONSTRUCTION a Resident project Reoresentative (,RPR) or other assisamts;_or_ if the OWNER desigmtes a Remesentafive OWNE-R's Representative: 9.1. ENGINEER will be OWNER'a representative during the construction period. Theduties and responsibilities and the, limitations of authority of ENGINEER as OWNER's ,representative during constriction are set froth in the Contract Documents and shell not be extended withoubwritten` consent of OWNER and ENGINEER. _ . _ Visits to Site: 9.2. ENGINEER will make visits to the site at intervals zp�opnate to the various stages of 'construction as ENGINEER deems necessary in order to observe as an experienced and qualified design. professional the progress UCM GENERAL CONDITIONS 1910E (1990 Edtion) w/CITY OF FORT COLLINS MWn icA-nom (REV AROOo) to 9.3.1. The Reorcsenmtives dealiWres in metiers pena'ni.T. to the nvisite work wilL in general. be with the ENGINEER and CONTRACTOR But. the Representative will keep the OWNER properly advised about .such matters. The Rearesentative's dealmlts with subcontractors will only be through err wmhththe full knowledge and approval of the CONTRACTOR 9�.2. Duties and Responsibilities. Representative w_II: 93.21.Schedules - Review the progrnss 19. 20 schedule. and other schedules Premed by thz CONTRACTOR and consult with the ENGINEER concerning acceotabilily. 9.3.1.2 Conferenm and Meeting - Attend meetim with the "CONTRACTOR such as p_reconsWction conferences, pJ,ogess meetings and other lob conferences and .prepare and circulate copies of minutes of meetings. 9.3.2.3.Liaison 9.3.2.3.1- Serve as ENGINEERS liaison with CONTRACTOR working rxincivally thrpugh CONTRACTORS mpaintendent to assist the mm,rRACTOR in understanding the Contract Documents. 9.3.2.3.2. Assist in obtaining from OWNER additional details or information when required. for proper csxution of the Work: 9.32,3.3. Advise the ENGINEER and CONTRACTOR of the oommenccmmt of any Work requirim a Shop Dmwine or sample submission if the submission has not Ac�oroved by the INGIIJIiER 9.3.2.4 Review of Work. Reiectip L Dcfeaiye Work. Inspections and Tesu - 9.3.2.4.1. Conduct on -site obsmations of c Wo.: a to the in determining at the Work is procecdmg in socordanee with the Contmct Documems 9.3.2.4.3. Accomnv visiting insveetom representing Public a other agencieshaving iurisdiction over the Protect, record the results of these iruoectiom and report to the ENGINEER 932.5 Interpretation of Contmct Documents. Report to ENGINEER when cI rilimtiorm anti interoremtions of the Contract Documents are needed and tmmmit to CONTRACTOR clarification and ultecpretation of the Contract Documents. m issues) by the ENGINEER 9.3.2.6. Modifleatiorm Consider end evaluate -CONTRACTORS suggestions for EXI)COENEM COND1T10M 19105 (1990 Ediam) v/ CITY OF FORT COLD NS MODIFICATIONS MW 42 a0a) modification in DrawiM or Specifications and reMrt these recommendations to ENGINEER: Aa tely ==it to CONTRACTOR decisions issued by the ENGINEER 9.3.2.7. Records 9.3.2.8 Reports. 9.3.2.8.1, Furnish ENGINEER ceJjq repmri& m required, of the progress of the Work and of the CONTRACTORS compliance with the progress schedule and schedule of shoo Dmwing and sample mbmittals, 2.3.E 8i_C+p lig t with LNGINL•ER in . advance of scileduhm maior tests bimectiom orstart of imoortant obases of the M C 9.32.8.3. Dmft-proposed Chance Orders and Work Directive Changm obutinine backup material from the CONTRACTOR and recommend to -ENGINEER .Change 'Orders. Work Directive Chartees and field orders 9.3.2.8.4. Report immediately to INGINEf72 and OWNER the occumrnce of any accident. 9 3 2 9 Payment Requests Review a lim iont for pavmrnt with CONTRACTOR for compliance with the eslebhshed procedure - for their submiminnmtd forward with recommendntion to f LJ Is ENGINEER notmin particularly the relationship of requuemetls of the "Contract Documents (in the Rion of the nee ment requested to the schedule of values Drawings or otherwise) .as ENGINEER may determine work completed and materials and equipment necessary, which shall be consistent with the intent of and delivered at IFne site but not nnorpprated in the reasonably inferable from the Contract Documents. Such Week - written clarifications and interpretations will be bindingon OWNER and CONTRACTOR If OWNER or 9.3,2:10. Completion. CONTRACTOR believes that a written elarification.o interpretation justifies an adjustment in the Contract Price 9.3.2.10.1. .Before ENGINEER issues a or the "Contract Times and the parties are unable to agree Certificate OC Subaantial Comnlelion"submit to the amount or exent IhereoG i1 eery OWNER or to CONTRACTOR a list. of observed. items CONTRACTOR.may make.a written claim thereCa as reau¢nia ccrrectionor completion provided in Article 11 or Article 12. 9.3.2.10.2. 'Conduct Cuml irooeeuon in the Authorized Variations in Work. - company of the ENGINEER, OWNER and CONTRACTOR :octet rp c3n. re afinal list of 9.5: ENGINEERmay .authorize mirror variations in itemsl06e corrected or completed. the Work from the rcgdirmeits of the 'Contract Documenm.wW&' do not involve an adjustmem in the 9.3.2.10.3. "Observe that all items on the Contract Priced the Contract Times and are compatible final list have been eoreeted or ram feted and with the design "concept of the completed Project as a make rewmmendations to ENGINEER functioning whole as indicated by the Contract concerning acceptance Documents. These may be accomplished by a Field Order and will be binding on OWNER and also on 9.3.3. I.iniitndon of Authority: The Representative sliall CONTRACTOR who shall perform the Work involved not: - promptly: If OWNER or CONTRACTOR betimes that a Field Ordcrjustifies an adjustment in the Contract Price or 9.3.3.1. Authorize any deviations from .the the Contract Times and the parties arc unable to agme:as Contract Documents or accent :my suWMc to the ,amount or extent thereof, OWNER a " materials or equipment unless authorized by the CONTRACTOR may make a written claim therefor as ENGINEER - provided in Article ll'or 12. 93.3.2. Exceed limitations- of ENGINEERS Rejeefing Defective Work. Authority a$ set forth Documents. 9.33:3Undertak=aybGrailmhncs 9.6. ENGINEER will have authority to disapprove or of the CONTRACTOR. Subcontractors or reject Wok which ENGINEER believes to be deefective. CONTRACTOR'S superintendept, or that ENGINEER believes will not produce a completed " Project that coitfomis to the Contract Documents a that 993.4. Advise on or issue directions relative will prejudice the integrity of the design concept of the to, or assume control over any nspect of the completed Project as a functioning whole as indicated by means, methods, technluues, mazes "or the Contract Documents. ENGINEER will also have procedures for "construction unless such is authority to require special inspection or testing of the scecilicallIV called for in the Contract Documents. Wok as provided in paragraph 13.9, whether or no the -- Work is fabricated, installed or completed. 9.3.31 Advise on or issue directions- Teasuthnii or .:.assume control over safety Shop Drawings, Change OrdersandPa}•menrs., ersutions arxiprograms" in corrections with the ' 9.7. In connection with ENGINEER's-authority as to Shop Drawings and Samples, see paragraphs 6.24 through 93.3.6. Accept Shop Drawing or sample 6.28 inclusive. submittals from anyone -other than the CONTRACTOR 9.8. In connection with ENGINEMs authority. as to Change Orders, see Articles 10. 11. and 12. 9.3.3.7. Authorize OWNER to occuov the Work in whole or in cart. 9.9. In connection with ENGINEMs:authority as to Applications. for Payment, see Article 14. 9.3.3.8. Participate �in specialized field or labomtorytests or msoections conducted by others Determinatromfor Unit Ferree:- crceQt_a i6call�authorized by the ENGINEER 9.10. .ENGINEER will determine the actual quantities and classification of Unit Price Work performed by Clarifications andfnrerprelaho CONTRACTOR. ENGINEER will review with cowmcroft the ENGINE[Ws pre unmary 9.4. ENGINEER will issue with reasonable promptness determinations on such matters before rendering a written such wiinen clarifications in interpretatios of the decision thereon (by recommendation of an Application E)CDC(3ENERAL COMITIM 19108 (1990 Edtim) w eiTy OF FORT LOLUNS MODIFICATIONS OtEN 412000) 21 for Payment or otherwise). ENGINEER's written decision thereon will be final and binding upon OWNER and CONTRACTOR unless within ten days after the date of any such decision, either OWNER or CONTRACTOR delivers to tit¢ other and to ENGINEER writtennotice of intention to appeal Gain ENGINEF:R's decision and '(i) an appeal from ENGINEER'S decision is taken within the time Emits and in accordance with the procedures set fora in Exhibit GC -A,. "Dispute Resolution Agreement", entered into behvan.OWNER and CONTRACTOR pursuant to Article 16, or (ii) if nc�such Dispute Resolution Agreement has been entered into, a formal proceeding is instituted by the nppealich party in a forum of competent jurisdiction to exercuse surights or remedies as the appealing party may -= with respect to ENGINEER's decision, unless 'otherwise agreed in writing by OWNER' and CONTRACTOR Such appeal will not be subject to the priuedmes of paragraph 9.11. Decisions on Disputes 9.11. ENGINEER will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. Claims, disputes and other matters relating to the'aceeptability of the Work or the interpretation of the requirements of the Contract Documents pertaining to the performance and fomishing of the Work and claims under Articles 1 I and 12 in respect of changes in the Contract Price or Contract Times will be referred initially Io. ENGINEER in writing with request for a formal decision in accordance with this paragraph. Written notice of each such claim, dispute a other matter will be delivered by the claimant to ENGINEER and the other party to the Agreement. promptly (but in no event later thin thirty days)after the star of the occvurmce or event giving rise thueto. and written supporting data will be submitted to ENGINEER and the other party within sixty days'alier the start of such oceunrence or event unless ENGINEER allows an additional period of time for the submission of additional or more accurate dam in support of such claim, dispute or other matter. The opposi g party shall submit shy response to ENGINEER and the claimant within thirty days after receipt of the claimant's 'last submittal (unlessENGINEER allows additional time). any, in accordance with this paragraph ENGRTMR's written decision'on such claim, dispute or other matter will be final and binding upon OWNER and CONTRACTOR unless: (i) an appeal from ENGINEER's decision is taken within the time limits and in accordance with the procedures set forth in EXHIBIT GC-& "Dispute Resolution Agreement',. entered into between OWNER and CONTRACTOR pursuant to Article 16, a (i) if no such Dispute Resolution Agreement has' been entered into, a written notice,of intention to appeal from ENGINEFR's written decision is delivered by OWNER or CONTRACTOR to the other and to 04GINEER within tarty days after the date of such decision and a formal proceeding is instituted by the appealing party in a foram of competernt jurisdiction to exercise such rights or remedies as the appealing party may have with respect to sudhclaim, dispute or other matter in accordance with applicable Laws and Regulations within sixty days of the date of such E)CUCODatAL CONDITIONS 19108 (1990 Edam) 22 wl CITY OFFORT OOLUNS MODt7CATIONS(REV4n000) decisiorL unless otherwise agreed in writing by OWNER and CONTRACTOR 9.12. When functioning as interpreter and judge under pamgraphs9.10 and 9,11, ENGINEER will not show iality to OWNER a CONTRACTOR and will net be able in connection with any interpretation or decision rendered in good faith in such capacity. The rendering of a decision by 040INM pursum[ to paragraphs 9.10 or 9.11 with respect to my such claim, dispute a other w matter (except any which have been aived by the making a acceptance of final peymmt w provided in pnmgmph 14.15) will be a condition precedent to any exercise by OWNER orCONTRACTOR of surh rights or remedies as either may otherwise have under the Conlmct Documents or by Laws or Regulations in respect of any such claim, dispute or other matlw He -Pans e46. 9.13. Limitations on ENGINEER's,Anrhority and Responsibilities: 9,13.1. Neither ENGINEER's authority or reslwrsibility urider this Article 9 a under arty other provision of the Contract Documents nor my decision made by ENGINEER in good faith either to exercise or not exercise such authority or respaaibility Or the undertaking, exercise or performance of any authority or responsibility by ENGINFF,R shall treats impose or give rise to any duty owed by ENGINEER to CONTRACTOR, any Subcontractor, any Supplier; any other person or orgenimtionn, or to any surety for or employee or agent of any of them. 9.13.2. ENGINEER .will not superyise, direct, control or have authority over or be respoisible-fa CONTRACTOR'S means methods, techniques, sequences or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of CONTRACTOR to comply with Laws and Regulations applicable to the furnishing or performance of the Work. ENGINEER will not be responsrble for CONTRACTOR's failure to perform or furnish the Work in accordance withtheContract Documents. 9.13.3. ENGINEER will not be responsible for the acts or `omissions of CONTRACTOR or of any Subcorar, icwr, any Supplier, or of any other person or organizatim performing or furnishing any of the 9.13.4. ENGINEER's review of the final Application for Payment. and accompanying documentation and all maintenance and operating insttuctioru,.schabdes, guarantees, Bonds and certificates of inspection, teals and approvals and other docummtalion required to be delivered by paragraph 14.12 will only be to. determine genemlly.that thew content complies with the requirements of, and in the case of certificates of mspectiorm tuts and approvals that the results certified indicate compliance with, the Contract Dowments 9.13.5. The limitations .upon authority and 0 L LJ a • 0 responsibility set fotUtin this paregroph 9.13 shall also :apply to.ENGINEER's Consultants, ResidentProject Representative and assistants. ARTICLE ID—CRANGFS IN THE WORK 10.1. Without invalidslmg the Agreement and without notice to any surely, OWNER may, at, any time or from time to time, orderadditiom, deletions orrevisions`in the Work: Such addition3, deletions or revisions will be .authorized by a Written Amendment. a Change. Order, or a Work Change Directive. Upon receipt of any such, 'documcnt,'CONTRACTOR shall promptly promed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). 10.2. If OWNER and CONTRACTOR are unable to :agree as to the extent, if aay, of an` adjustment in the Contract Prim or an adjustment of the Contract Times that should be allowed as a result of a Work Change Directive, a claim may be made therefor as provided in Article I I or .Article 12, 10.3. CONTRACTOR shall not be entitled to an incrmm in the Comma Price or an extension of the Camact Times with respect to any Work performed that is no required by the Corurmt Documents asamended, modified and supplemrntc Iaaprovided in paragraphs 3,5 and'3.6, incept, i the case of an'emerger cy as provided in paragraph 6.23 ,or in. the case of uncovcring Work as provided in paragraph139. 10.4. OWNER and CONTRACTOR shall execute appropriate Change Orders recanmended by ENGINEER (car Written Amendments) covering: 10.4.1. changes in the Work- which are (i)'ordered by OWNER pursuant to paragraph 10. 1; (a) required because of acceptance of defective ,Work under paragraph 13.13 or correcting defective Work under paragraph 1114, or (id) agreed io by the porticsc , 10.4.2. changes in the Contract Price or Comma Times,which are agreed to by the partim: and 10.4.3. changes in the Contract Price or Contract Times which embody the,subsmnoe of any written decision rendered by ENGINEER pursuant to pwagaph 9.11;" provided that, in lieu of evecadrg any such Change Order. an appeal mey be taken from any such decisioq in accordance with the provisions of the Contract Dcmmaents and applicable Laws and Regulations, but during my such appeal, CONTRACTOR shall carry on the Work and adhere to the progr0s schedule as provided -in paragraph 6.29. 10.5. If notice of arty change affecting the general scope of the Work o the provisions of the Contract Doeumens FJCDC OENEkAL C01,017101-r519104 0 M Edt im) w/CITY OF FOkT COIJJNS MODIhCATI0NS OtEV 412000) (including, but not limited to..,Contmct Price or_Contract Tames) is required by the provisions of any Sond,to be �van to a suretyty the giving of erry-such notice will be ONTRACTDR's responsrbdny, and the amount of each applicable Bond will be adjusted accordingly. ARTICLE,I [—CHANGE OF CONTRACT PRICE 11.1. The Contract Prim constitutes the total winpcnsmion (subject to authorized adjusvneras) payable to CONTRACTOR for performing the Work All duties, responsibilitim and obliyptions atsi��rrcedd to a urihartakeri by CONTRACTOR shell be at CONTRACTOR'S expense without change in the Contract Prim: 11.2. Thc,Contmct Prim may only be changed by a Change,Orderor by.aWritten Amendment Any claim for an adjustment in the Contract Price shall be bled on writicn notice delivered by the parry making the claim to 0e other party end to ENGINEER promptly (but. in no event later than thirty days) after the start of the occurrence a vent giving rise to the claim and stating the general nature of the claim. Notice of the amount of the claim with supporting data shall be delivered within sixty addmonal or more accurate rem in supper, ot. the claim) and shall be accompanied by claimant's written statement that the adjusbneni claimed covers all known amounts to which the ,claimant 'is entitled as a result of said occurrence of event All claims for adjustment in.the Contract Price shall be determined byENGINEER in accordance with puagmpi9.11 if OWNER and CONTRACfOR.cannat otherwise agree on the.amount involved. No claim for an adjustment in the Contract Price will be valid if not submitted in accordance with this paragraph 11.2. 11.3. The .value of ary Work covered by a'Change Order or of any claim for an adjustment in the Coraacl Prim will be determined es follows: 11.3.1. where the Work involved is covered by unit priors mortared in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provision of 23 • FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD PROJECT SPECIAL PROVISIONS UTILITIES The following Utilities are known to be within the oroiect limits: Utility/Agency Contact Person Phone Number Xcel Energy (gas) Stephanie Rich (970) 225-7828 Fort Collins Loveland Water District Terry Farrill (970) 226-3104 South Fort Collins Sanitation District Terry Farrill (970) 226-3104 COFC Stormwater Glen Schlueter (970) 224-6065 COFC Light and Power Mike Hergenreder (970) 219-8367 COFC Fiber Optic Clint Reetz (970) 221-6326 Comcast Communications Don Kapperman (970) 567-0245 Century Link Bob Rolf (970) 988-2120 Paragon Point HOA Irrigation Scott Gablehouse (970) 539-0890 The work described in these plans and specifications will require full coordination between the Contractor and the Utility Companies, in accordance with Subsection 105.06 and while performing their respective operations, so the utility work can be completed with minimum delays to all parties concerned. In accordance with the plans and specifications, and as directed by the Engineer, the Contractor shall keep the utility company(s) advised of any work being done to their facility, so that the utility company(s) can coordinate their inspections for final acceptance of the work with the Engineer. The Contractor shall be responsible for protecting, supporting, and if necessary, shoring existing utilities while • constructing the trail, pedestrian bridge, and associated work. The Contractor shall submit to the City and the individual utility companies' plans of how the utility lines will be supported and protected during construction. NOTE: The Contractor shall be required to provide written notice to each utility company, with a copy to the City, immediately prior to any utility work expected to be coordinated with construction. The following utility work shall be performed by the Contractor: 0 Storm sewer system modifications, water main relocation SP-35 Addendum 1 — 7664 Fossil Creek Trail Underpass at Trilby Road Page 12 of 12 paragraphs 11.9.1 through 11.9.3, inclusive): CONTRACTOR shall obtain competitive bids from Subcontractors acceptable to OWNER and 11.3.2. whaethe Work involved is not covered by CONTRACTOR and shall deliver such .bids to unit prices contained in the Contract Documents, by a OWNER who will then determine, with the advice of mutually agreed payment basis, inhaling lump sum ENGINEER which bids, if any, will be accepted. If (which may include an allowance .far overhead and any subcontract provides that the Subcontractor is to profit not necessarily 'in accordance with be paid on the basis of Cori of the Work plus a fee, paragraph 11.6.2): the Subcontractors Cost of the Wort:' and fee shall be determined in the same manner as CONTRACTOR's 11.3.3. where the Work involved is not covered by unit Cost of the Work and fee as provided in prices contained in the 'Compact Documents and l aragraihs 11 4, 11.5, 11.6 and 117 All agreement to `a lump sum is . not reached wider subcontracts shall be subject to the other provisions of paragraph 11.3.2, on the basis of the Cori of the Work the Conrad Documents insofar as applicable. (determined as provided in paragraphs 11.4 and 11.5) plus a CONTRACTOR's fee for overhead and profit 11-4.4. Costs of special consultants (including but (determined as provided in paragraph 11.6). - not limited to engineers, architects, ten' laboratories, surveyors, attorneys and acmur=Sl Cost of the Work: employed for services specifically related to the Work. 11.4. The term Cost of the Work means the sum of all mats ncessarily'arral and paid by CONTRACTOR' 11.4.5. Supplemental costs including the fallowing: 'the proper perfamenceof the Work. Except es ot}terwise may be agrad to in writing b5' OWNER such costs shall. I L.4:5.1. 'rho proportion of necessary be m amounts ear higher than those prevailing in the transportation, travel and subsistence expenses of locality of the I'mjxt, -absll include only the. following CONTRACTOR's employees incurred in items and shall not include any of the costs itemized in discharge of duties connected with the Work. .paragraph 11.5: 11.4:52. Cost, 'eluding transportation and 11.4.).Payroll c�tt for employees in the dived maintenance, of all materials. supplies, employ of CONTRACTOR in the performance of the equipment, machinery, appliances, office and Work under schedules of job classifications agreed tempormy facilities at the site and hand tools not upon by OWNER. and CONTRACTOR. Such owned by the workers, which arc consumed in the employees shall mclude without limitation performance of the Work, and cost less market ins ipermtendents, 'foremen and other personnel value of such items used but not consumed which employed full-time at the site. payroll costs for remain the property of CONTRACTOR - employees not employed full -tine on the Work shall be apportioned on the basis of their time spent on the 11.4.53. Rentals -'of all construction - Work. Payroll cows shall inol de: but -not be limited to "' equipment and machinery and the parts thereof • salaries and wages plus the, cost of fringe boarefits whether rented from CONTRACTOR Or others' which shall 'chide social security contributions, accordance with rental agreements approved by unemployment, excise and payroll taxes: workers' OWNER with the advice of ENGINES& and the compensation, health and:re irement benefits,—benuses; costs of transportation, loading, unloading, - mat helidsy pay applicable thereto. •- installation. dismantling and removal thereof —ell - The expenses of performing Work after regular in. accordance with terms of said rental working Buis on. Saturday, Sunday or legal holidays, agreements. The rental of any such equipment, shall be included in the above to the ement authorized machinery or parts shall cease when the use by OWNER thereof is no longer necessary for the Work. 11.4.2.Cost of all materials and equipment furnished 11.4.5.4. Sales, consumer, use or similar tams and incorporated in the Work, including costs of related to the Wort, and for which transportation arid storage thereof. and Suppliers' field CONTRACTOR is liable, imposed by Laws and services re' oil in connection therewith. All cosh Rcgulatiom discounts r1l accrue to CONTRACTOR unless OWNER depositsfurds with CONTRACTOR with 11.4.5.5. Deposits lost for causes other than which to make payments, inwhich case the cash negligence of CONTRACTOR any "discounts shell accrue to OWNER. All Veda Subcontractor or anyone directly or indirectly discounts, rebates and refunds and returns from sale of 'employed by any of them or for whose nets any surplus materials and equipment shall accrue to of than may be liable, and royalty payments and OWNER, and CONTRACTOR shall make provisions fees for permits and licenses. an that they may be obtained . 11.4.5.6. Lass and ohmages. (anti related 11.4.3. Payments made by CONTRACTOR to the expenses) mtsed by damage to the Work, not Subcontractors for Work performed or furnished by compensated by irsvrance or alhavvise, sustained Subcontractors. If required by OWNER, by CONTRACTOR in connection with the EXI)COEMRAL CONDITIOM 191M (19906ditim) 24 w/ CITY OF FORT WLJNs moDRICATIONSft-V4n000) 0 furnishing Work 11.55. Costs due ppeertormana end, of the (except to the' negligence of lssesois end damages within the deductible amounts CONTRACTOR, any, Subemitmacs. a anyone - of proppeerty insurance established by OWNER in 5.9). they directly -or indirectly employed by eny of them or for them be Lable, including but aa:onlance .with paragraph provided have resulted from causes other than the whose acts any of may not limited to, the correction of ckfective We&- wj iga ce, of '.CONTRACTOR„ any disposal or materials or equipmem wrorgly supplied Subbocaanaractor, or anyone directly or indirectly and making good any damage loproperly: employed by"any of them or for whose acts any of them may liable.. Such loses shall include It56. Other overhead or general expense costs of settlements made with the written consent and any kind and the coils of any itetnnot specifically mid .approval of OWNER. No such loses, damages expressly included in paragraph 1 IA and tic -included i expenses shall n the Cost of the ' Work for the p of. determining 11.6: The CON7'RACTOR's fee .allowed to CONTRACTOR'sfee: I - however, any such loss CONTRACTOR for overhead and profit shall be or damage ruryires reconstruction and determined as follows: CONTRACTOR is placed in charge drcrcof CONTRACTOR shall be paid for services a fee 11.6.1. a mutually acceptable foxed fee; or proportionate to that staled in paragraph 11.6.2. 11.6.2. if a fired tee is not agreed upon then a fee 11.4.5.7. The rest of utilitiq fool and sanitary based on the following percentages of the various facilities at the site. portions of the Cost of the Work: 11.4.5.8. Minor expenses such as telegrams, 11.6.2.1. for costs incurred under long distance telephone calls, telephone service at paragraphs11.4.1. and 11.4.2. the the site, expressage and similar petty cash items in CONTRACTOR's fee shall be fifteen percent. connection with the Work. . 11.6.2.2, for costs incurred under 11.4.5.9. Coss of premiums for additional Bonds pnmgmpih"11 A.3, the CONTRACTOR's fee shall and insumme required because of changes in the be five percent: Work. 11.6.23where one a in= tiers of 11.5. The term Cost of the Work shall not imlude,my of subcontracts are on the basis of Cost of the Work .the following: plus a fee and no fixed fee is agreed upon, the Went of"paragraphs 11.4.1,. 11.4.2,'11.43 and 11.5.1. payroll costs and other compensation of 11.6.2 is that the Subcontractor who actually CONTRACTOR's ottiars. executives, principals (of performs or furnishes the Work, at whatever tier. partnership and solo proprietorships), general managers, will be paid a fee of fifteen percent of the costs engineers, architects, estimators; attorneys, auditors, incurred by such Subcontractor under paragraphs accountants, purchasing and contracting .agents, 11A.1 and 11.4.2 and. that any higher tier expediters, timekeepers, clerks and other personnel Subcontractor mid CONTRACTOR will each be employed by CONTRACfOR whether at'the site or in paid a feb-oF€we-percent-oG the mail id -to CONTRACTOR's priwgml a a branch office for the-rcxk-lower tier£ubcwntraetor, to be neeotiated general administration of the Work and riot specifically in pooC faith with the OWNER but not to exceed included in the agreed upon schedule of job five norcent of the amount paid to the next lower classificatioris referred to in paragraph 11.4.1 or tier Subcontractor.. .. specifically covered by paragraph 11.4.4-all of which are to be considered administrative costs covered by the 11.6.2.4. w fee shall be payable on the basis CONTRACTOR's fee.. of costs, itemized under paragraphs 11.4.4, 11.4.5 and 11.5; 11.5.2. Expenses of CONTRACTOR's principal and branch offices other than CONTRACTOR's office at 11.6.2.5. the amount of math to be allowed the site. by CONTRACTOR to OWNER for any, change whicK results in a net decrease in cost will be the 11.53. Any part of CONTRACTMs capital amount of the actual net decrease in cost plus a expenses, in Iudmg interest an CONTRACTOR'S deduction in CONTRACTOR's fee by en amount capital employed fa the' Work and charges against equal to five percent of such net decease; and CONTRACTOR for delinquent payments. ' 11.6.2.6. when both additions and credits are ,11.5.4. Cost of premiums fa all Bonk and far. all involved in any one eherge, the adjustment in insurance whether or not CONTRACTOR is required CONTRACTOR's fee shall be computed on the by the Contract Documents to purchase and maintain "the Basis of the not elmnge in accmdaree with the., same (except. far cost of premiums covered by paragraphs 11.62.1 through 11.6.2.5,.inclusive. subparagraph 11.4.5.9 above). 11.7. Whenever the etst of any Work is to be FJ OM4ER l.CObOlTION3191oe(199oEdtim) 25 w{CITY OF FORT (301,1 41 MODIFICATIONS (REV 411000) 11 •determined . pursuant to parigraplis,11.4 and 11.5•.. CONTRACTOR will establish and maintain recounts thereof in accordance with generally accepted accounting practices and submit in form acceptable to ENGINEER an itemized cost breakdown together with supporting data. Cash Alloaaaces: 11.8. It is understood that CONTRACTOR has included in the Contract. Price all allowances so named in'the Contract Documents and shall muse the Work so covered to be furnishedand performed for such sums is may be acceptable to OWNER and. ENGINEER CONTRACTOR agrees that: 11.8.1. the allowances include the cost to CONTRACTOR (less any applicable trade discounts) of materials and equipment required by the allowances to be delivered at the site, and all applicable taxes; and 11.8.2. CONTRACTOR's casts for unloading and handling on the site, labor, installation costs, overhead, profit and other apenscs contemplated for the allowarices have been included in the Contract Price and not in the allowances and no demand for additional lsiymenton account of any of the foregoing will be'vand. Prior to final payment, an appropriate Change Cider will be pried as recommended byENGINEERto reflect actual amounts due CONTRACTOR on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.9. Unit Price a wk. 11.9.1. Where the Contract Documents provide that all a pan of the Work is Lo be Unit Price Work, initially the Contract Prim will be deemed to include for all Unit Price Work an amount equal to the sum of the established unit prices for each separately identified item of Unit Prim Work tines the estimated quantity of each item as indicated •m the Agreement. The estimated quantities of items of Unit Price Work are not guaranteed andare solely for the purpose of Mariscin of Bids and determining an initial Contract PriceDeterminations of the actual quantities and clamificalions of Unit Price Work rerfcirmed by CONTRACTOR will be made by ENGINEER in accordance with paragraph 9.10. 11.9.2. Each unit price.will be deemed to include an amount considered by CONTRACTOR to be adequate to cover CONTRACTOR's overhead and profit for each separately identified item. 11.9.3.OWNER or CONTRACTOR may make a claim for an adjustment in the Contract Price in accordance with Article 11-if. 11.9.3.1. the quantity of any item of Unit. Price Work �erfomncd "CONTRACTOR differs. materially aid significantly from the estimated quantity of such item indicated in the Agreement; RICDC004E&& CONDIT16M 191a8 (1990 Edtk n) 26 wr C1TYOFFORTCOLI.IMMODMCATIOM(REV4Ra00) and 11.9.3.2. there is no corresponding adjustment with respect to any other item of Weak; and 11.9.3.3. if CONTRACTOR believes that CONTRACTOR is entitled to an increase in Contract Price as,a result of having incurred additional :expense or OWNER believes that OWNER is entitled to'a decrease in Contract Price and the parties are "unable to agee is to the amount of any such=' ease or decrease. 11.9.3.4. CONTRACTOR acknowledges""thial the OWNER has the right to add or delete items in the Bid or chanac'euantitics at OWNER'S sde discretion without allectmg the Contract Price of any remaining item so Iona as the dciction or adddion dots nit exceed twenty-five oercerrt of the anginal total Contract Prim. ARTICLE 12—CHANGE OF CONTRACT TIMFS 12.1. The Contract Times (or Milestones) may only be changed by a Change Order or a Written Amendment. Any claim for an adjusurem of the Contract Tines (or Milestornes) shall be on written notice delivered by the party making'the claim to the odor party and to ENGINEER promptly (but in no event later than thirty ca days) after the ourenm of the event gtvirg rise to the claim and stating the general nature of the claim. Notice orthe extent of the claim with supporting data shall be delivered within shay days after such occurrence (unless ENGINEERallows additional time to ascertain more accurate data in support of the claim) and shallbe accompanied bv the claimant's written statement that the edjustmcnt claimed_ is the entire adjustment to which the claimant has reason to believe it is entitled as a result of the occurrence of said even. All claims for adjustment in the Contract Times (or Milestones) shall be determined by ENGINEER in accordance with pmgruph9.11 if OWNER and CONTRACTOR cannot otherwise agree. No claim fa an adjustment in the Contract Timm,(or Milestones) will be valid if not submitted in accordance with the requirements of this paragraph 12.1. 12.2. All time limits stated in the Commet Documents are of the essence of the Agreement. 123. Where CONTRACTOR is .prevented from completing any part of the Work within the Contract Times (or Milestones) due to delay beyond the control of CONTRACTOR the Contract Times (or tvfilestcna) will be extended in an amount equal to time lost due to such delay if a claim is made thcda as provided in pamgmph I11. Delays beyond the central of CONTRACTOR shall include, but not be limited to, acts w neglect by OWNER, acts or neglect of utility owner's or other centimeters performing other work as eontemplatad by Article?, rues, Roods, epidemics. abnormal weather conditions or acts of God. Delays attribumble to and i 0 a within the controlof a Subcontractor or Suppliershall be deemed to be delays wlthm the control of CONTRACTOR_ 12.4. Where CONTRACTOR is prevented from 'completing my pan of the Work within the Contract Times (or Milestones) due to delay beyond the control of both OWNER and CONTRACTOR. an extension of the Contract Times:(or Milestones).in'a 'rt amount equal to the -time lost due to such delay shall be CONTRACTORRs sole .and exclusive remedy forsuch delay. In no event shall OWNER be liable to CONTRACTOR; any Subcontractor, 'any. Supplier, any other person or orgammtion.or to any surety for or .employee or agent of any of them, for damages arising out of or resulting from (r) delays caused by, or within the control of the C,ONTRACI'OR or (ii) delays beyond the control of both parties including, but not loaded to, foes, floods, epidemics, abnormal weather conditions, acts of God or actsor neglect by utility owners or other contractors Performing other wok as contemplated by Article 7. . ARTICLE 13—TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTI FEWORK 13.1. NotioeofDefecrx• Prompt notice of all defective Wok of which OWNER or ENGINEER have actual knowledge will be .given to CONTRACTOR All defective Work may. be rejected, connected or accepted as provided in this Article 13. Acemir to Work: 13.2. OWNER, ENGINUR. ENGINEER's Consultaras, other representatives and personnel of OWNER independent testing laboratories and governmental agencies with jurisdictional interests will have access to the Work at .. reasonable —limes for their observation, inspecting and -. testing. CONTRACTOR shall provide them proper and, safe conditions for such access arid advise them of CONTRACTOR's site safety procedures and programs. so that.they may comply therewith es applicable. TeCaandlnspections: 13.3. CONTRACTOR shall give ENGINEER timely notice of readiness of the Work for all required inspections, tuts or approvals; and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. 13.4, OWNER shall employ and pay For the services of en indtpen&nt testing laboratory to perform all inspections, tests, :or 'approvols required by the Contract Documents except: 13.4.1. for 'inspections; tests or approvals covered by paragraph 13.5 below; 13.4.2: that costs incurred in connection with tests or inspections conducted pursuem to Paragraph 13.9 EICDC OENERAL CONDITIONS 19104 (1490 Fanner) wr(7TY OF FORT G9L11N5 MODIFICATIONS MW 413000) below shall be paid as provided in said pamgaph 13.9' and 13.4.3. as otherwise specifically provided, in the Contract Documents. 13.5. If Laws or Regulations of any public body having jurisdiction require any: Work (or pan thereat) specifically to: be inspected. tested or approved by an employee or other representative of such public bod , CONTRACTOR shall assume full responsibility lYir arranging and obtaining such inspections, tests or approvals, pay all costs in connection therewith, and furnish ENGINEER the required certificatm of inspection, or approval. CONTRACTOR shall also be responsible for arranging and obtaining ,and shall payall costs in connection with my'inspobficns, tests or•,eppravals rujuved for OWNER's and ENGINERR's acecptancc of materials or equipment to be incorporated in the Work, or of material& mix -designs, or eqquuipment submitted for approval prior to CONTRACTOR's..purchase thereof for incorporation in 13.6. If en),Work (or the wok of others) thatis m be inspected, tested or approved is covered by CONTRACTOR without written concurrence of ENGINEER; it must; if requested by ENGINEER, be uncovered for observation. 13.7. Uncovering Work as provided in paragraph 13.6 shall be at CONTRACTOR's aTcnse unless CONTRACTOR has given ENGINEER tamely notice of CONTRACIOR's: intention to nova the same and ENGINEER has no acted with reasonable promptucss in response to such notice. Uncm,ering Work: 13.8. If any Work is covered contray to the written request of ENGINEER, 4 must, if requested by ENGINEER, be uncovered fa ENGINEER's observation and replaced at CONTRACTOR's expense. 13.9. If FNGINEER considers it necessarym advisable that covered Work -tie observed by ENGINEER or uispected `or tested b9 others, .CONTRACTOR, at ENGINEER's request shall uncover, expose. or otherwise make available for observation, inspection or testing as ENGINEER may require, that portion of the Work in question furnishing all necessary labor, material and equipment It it is found that such Work is defedtrve; CONTRACTOR shall pay all claims,. ousts, losses end dammes caused bv. arsine out of or imultine from such ana or sansmcory reprocemem or itimasvucuOt% (including but not limited to an costs of re rr or replacement of work of ethos); and OWNER r ll be entitled to an appropriate decrease in the Contract Price, and. if the parties are unable to agree as to the amount thereof may make a claim therefor as provided in Article 11. If, however, such Work ii not found to be defective, CONTRACTOR shall be allowed an manse in the Contract Price or an extension of the Contract Times (or Milestones), a both, directly attributable to such 27 uncovering exposure, observation, imvspectioR testirg; .replacement and reconstruction; and, if the parties we unable to agree as to the amount or extent thereof CONTRACTOR may make claim therefor as provided in Articles I 1 and 12. OWNER blay Stop the Work: 13.10. If the Work is defective, or CONTRACTOR fails to supply sufficient skilled workers or suitable materials a ,equipment, or fails to Furnish or perform the Work in such a way that the completed Work will confam to the Contract .Documents, OWNER may order CONTRACTOR to st the Work, or any portion therrmf, until the cause for such Order has been elimmnted; however, this right of OWNER to stopp the Work shall not give rise to my duty on the, parr of 0VNER to e+ercise this right, for the benefil of CONTRACTOR or arty surcty or other party. Comecdonor Removal of Defective Work 13.11. If required by ENGINEER, CONTRACTOR shall promptly, as directed, either correct all defective Work, whether or not fabricated, installed ormmpleted, or, if the Work has been rejected by ENGINEER, remove it from the site and replace it with Work that is not defective. CONTRACIOR shall pay all claims, ants, losses and damages mused by or resulting from such coriccdon Orr removal (including but not limited to all costs of repair or replacement of work of others). 13.12. Comechon Period 13.12.1. If within one-year two vm after thedate of Substantial Completion or such longer period of time as may be prescribed by Laws or Regulations or by the terms of arty applicabble special guarantee required by the Contract Documents a by any specific provision of .the Contract Documents, arty Work is -found to be, defective, CONTRACTOR shall promptly, without cost to OWNER and in amordance with OWNER's written instructions: (i) correct such aefectrw Work or, if it has been rejected by OWNER remove it from the site and replace it with Work that is not defective, and (ii) If CONTRACTOR does not promptly comply with the terns of such i eaructiom, ;or in an'emergency where delay would causeserious risk of its a damage, OWNER may have the defective Work corrected or the rejected Work removed and replaced and all claims. costs, losses and damages mused by or resulting from such removal and replacement .(including but not limited to allcosts of repair or replacement of work of others) will be paid by CONTRACTOR 13.122.In special circumstances wherea particular item of equipment is placed in continuous service before Substantial Completion of all the Work the erxreairm period for that item may start to run from an earlie•datc if so provided in the Specifications or by Written Amendment 13.123, When defec6ty Work (arid damage to other EJCDCOEMRAL CONDITIONS 1910.9OM Ullm) 28 W/ CITY OF FORTCOLUM MODIFICATIONS t -114n Da0) Work resulting therefrom) has been conected. removed or replaced under this paragraph 13.12. the correction. period hereunder with respect to such Work will be extended for an additional period of a year two Years after such correction or removal and b replacement haseen satisfactorily completed. Acceptance ofDefeelive Work: If, instead of requiring correction or removal and lent of defective Work, OWNER (ard, prior to :ER's recommendation of final payment, also 3ER) prefers to accept it, OWNER may do so. ACTOR shall pay all.claims. casts, losses and attributable to OWNF.R's evaluation of and atioih to accept such defective Work (such costs to oc opprovea oy bN�u ;nx as to reasorhaotmess). harry such .acceptance occurs prior to ENGINEFR's recommendation of tonal payment, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and OWNER shall beentitled to an appropriate decrease in the Contract Rice, and, -if the paroes are unable to agree as to the amount thermf, OWNER may make a claim therefor as provided in Article 11. If the acceptance occurs after such recommendation, an appropriate amount will be paid by CONTRACTOR to OWNER. OnFER MayConect Defective Work., 13.14. If CONTRACT OR.fails within a reasonable time after written notice from ENGINEER to correct defective Work a to remove and replace reJ aced Work asrequired by. ENGINEER in accordance with paragraph 13.11, or if CONTRACTOR fails to perform the Work in accordance with the Contract Documents, or if CONTRACTOR fails to comply with any other provision of the 'Contract Domments;-OWNER may, after seven days' written notice to CONTRACTOR, correct and remedy any such deficiency. In,excrcising the rights and remedies under this paragraph OWNER shall proceed expeditiously. In connection with such corrective and remedial action, OWNER may exclude CONTRACTOR from all or pert of the site, take possession. of all or part of the Work, and suspend CONTRACTOR's services related thereto, take possession of CONTRACTOR's fools, appliances, construction equipment and machinery at the site and incorporate in the Work ,all materialsand equipment stored at the site or fa which OWNER has paid CONTRACTOR but which .are stored elsewhere. CONTRACTOR .shall allow OWNER. OWNER's repraemntives, agents and employees, OWNER's other commctas and ENGINEER and RNGINEER's Consultants access to the site to enable OWNER to exercise the rifghhLIss and remedies under this paragraph All clairn; costs, fosses and damages incurred or summed by OWNER in exercising such. rights and remedies will be charged against CONTRACTOR and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Woo,:; and OWNER shall be entitled to an appropriate decrease in the Contract Prim, and, if the panes are unable to agree as to the amount thereof, OWNER may mike a claim therefor as provided in Article 11. Such claims, costs, losses rand 0 0 A a-damages - will include but not be limited to all casts of recommendation of payment and present the Application repair m replacement of work of others destroyed or to OWNER, or return the Application to CONTRACTOR damaged by correctiot removal orreplacement of indicating in writing ENGINEER's reasons forreCusing to CONTRACTOR's dafecthv Work..CONTRACTOR shall recommend payment. In the latter case: CONTRACTOR not be allowed in eaension of the Contract Tires (or may make the necessary corrections arid resubmit the Milestones) because of any,delsy in performance of the Application. Ten dsyi after presentation of the Work attributable to the a<erciseby OWNER of OWNERS Application for Payment to OWNER with ENGMEER's rights and remedies hereunder, recommendation, the amount recommended will (subject " to the provisions of the last sentence of paragraph 14..7) become due and when doe will be paid bjrOWNER to ARTICLE 14 -PAYMENTS TO CONTRACTOR AND CONTRACTOR COMPLETION _.. 14.5. ENGINEER's recommendation of any payment requested in an Application for Payment will constitute a representation by ENGINEER to; OWNER, based on Schedule ofValwes: FNGINIEF.R's on -site obsery rtions,of the'euated Work es en enperienced and qualified design professionaland on 14.L The rhedulc of values established as proJided in ENGINEER's review of the Application for Payment and pamgapli 2.9 will serve as die basis for progress payments the accompanying dataand schedules, that to the best of and will be tacotporated into a foot of Application for ENGINEER's knowledge, information and belief: Payment 'emlo able to ENGINEER. Progress payments on account of Unit Price Work will be based on the number of 14.5.1. the Work has piogres<cd to the point units completed. indicated, Appheahanfor Progress Payment, 14.5.2. the quality of the Work is generally in accordance with the Contract Documents (subject to 14.2. At least twenty days before the date established for an evaluation of the Wade as a functioung whole . each progress payment (but not more often than ono: -a prior to or upon Substantial Completion, to the results mcnth). CONTRACTOR shall submit to ENGINEER for of any subsequent tests called for in the Contract review an Apppplication for Pay'mern filled out and signed by CONfRACl*OR the- Work of the. Documents, to a foal determination ofquantitics and for Unit Price covering completed as date of the Application arid axompatiled by such supporting documcom"on as a required by the GonGSa classifications Wod: under paragraph-9.10, and to any other qualif catim s stated in the recommendation, and IJocumemt If paymcrd is requested on the basis of materials and. equipment not tacraporated in the Work bra 14.53. the conditions precedent to delivered and 'suitably .stored at the sae or at another CONTRACTOR's being emitled to such payment location agreed to in writing the Application for Payment shall also.beazernnpanied by abillof sale, invoice a other appear to have been fulfilled insofar as it is ENGINEER'S responsibility to observe the Wort-: documzniation werantitg that OWNER lies received the. matdials acid equipment Cie andclear of oq Lien's' aid However, by recommending. any such payment evidence that ttie materials and equipment tiro co"vered'by ENGINEER :will not thereby be .deemed to have appropriate property irauran. ;and other mrangements to represented that: (i) exhaustive or continuous on site praw OWAi} R's interest therein. all of which. will be inspections have been made to chuck the quality or the mtisfaclory to OWNER. The amount of reminagc with tryantiry of the Wok beyond the responsibilities respect .to progress payments will be as stipulated in the specifically assigned to INGINEER in the Contract Agreement Aiw fuiidsdat ire withheld by the OWNER Documents. or (ii) that there may not be other matters or shall not be subsea to substitutiaibv the CONTRACTOR issuebetween the parties that might entitle with securities or ivy arran e ements involvinn an escrow or CONTRACTOR to be, paid additionilly,by OWNER or custodiansliiPBY execulirno Ihe.application Cor paynnrnt entitle OWNER to withhold psymcrdtc,CONTRACTOR benefits of Colorado Revised Statutes, Section 24-91-101, 14.6. ENGINEER's recommendation of any payment; et sou, including final payment shall not mean that ENGINEER is responsible for CONTRACTOR's means, methods, CONTRACTOR's Warranty of Title. techniques, sequences or procedures of construction, or 14.3. CONTRACTOR warrants and guarantees that title the safely" "precautions and programs incident thirelo, or to all Work; materials and equipment covered by any -Payment, for any failure of CONTRACTOR to comply with Laws Application for whether incorporated m the and Regulations applicable to the furnishing or Project a not, will pass to OWNER no later than the time performance; of Work, or for any failure of of payment Gee and clear of all Liens. CONTRACTOR to perform or furnish Work in accordance with the'Conract Documents. Review of.4pplieattioin for Aragren PaJinent _ 14.7. ENGINEER may refire to recommend the whole 14.4. ENGINEER will with n ten days efic receipt of or any part of any payment ill in ENGWEER's opinion, it each Application for Payment, either indicate in writing a would be incorrect to make the representations to EJCDCOENEkAL CONDI'DOia l9lO4 (1990 Edilim) 29 w>CTrY OF FORT CDLLINS M0DIFTCATl0N30EV 4R00m OWNER referred to in paragraph 14.5. ENGINEER may also refuse to recommend any such payment, or, because of subsequently discovered evidence or the results of subsequent inspections a tests, nullify any such.payment previously recommended, to such extent as may be necessary in ENGINEER's.opwrin to protectOWNFR Goo loss basuse: 14.7.1. the Work is defective, or completed Work has been damaged requiring correction or replacemem, 14.7.2. the Contact Price has been reduced by Written Amendment or. Change Order, 14.7.3. OWNER has been respired to, correct. dzfecRve Work or complcu:'Work in accordance with paragraph 13.14, or 14.7.4. ENGINEER has actual knowledge of the aaumence of any of the evens enumerated in paragraphs 15.2.1 through 15.2.4 inclusive. '0WNhTt may refuse to make payment of the full amount recommended by ENGINEER because: 14.7.5. claims have been made against OWNER on account of CONTRACTOR's performance or furnishing of the Work, 14.7.6. liens have been filed in connection with the Work, except where'CONTRACTOR has delivered a specific Bond satisfactory to OWNER to'sccurc the satisfaction arddischarge ot'such Liens, 14.7.7. there are other hems entitling OWNER to a sd- . off against the amount recommended, or 14.7.8. OWNER has actual knowledge of the occurrence of any of the, events enumerated in paiagmphs 14.7.1 through 14.7.3 or pamgmphs 15.21 through 15.2.4 inclusive; but OWNER must give CONTRACTOR immediate written .notice (with a copy to ENGINEER) stating the reasons for such action and promptly pay CONTRACTOR the amount so withheld, or any adjustment thereto agreed to by .OWNER and CONTRACTOR when CONTRACTOR con ets to OWN_ER's satisfaction the reasons for sucfi action &bstantial Completion: 14.8. When CONTRACTOR corisiders the entire Work ready for its intended use CONTRACTOR shall notify OWNER and ENGINEER in writing that the mice Work is substantially complete (except for items specifically fisted by. CONTRACT OR as inconplete) and request that ENGINEER issue a cenificate of Substantial Completion. Within a reasonable time thereafter, OWNER - CONTRACTOR and ENGINM- shall make an inspection of the Work to determine the status of completion. If ENGINEER dons not consider the Work substantially complete• ENGINEER will unify CONTRACTOR in writing giving the reasons therefor. If ENGINEER EXI)CGFNEAL CONDITIONS 19108099oEdtim) 30 µlaTy OFFORTOC)LIINSMODIFICATtONS(tt-V4R00o) considers the Work substantially complete. ENGINEER will prepare and deliver to OWNER a tentative certificate of Substantial Completiat which shall fir the date of Substantial Completion. There shall be attached to the certificate a tentative list of items to be completed or corrected before final ppa�yment OWNER shall have sitien days after receipi of the tentative certificate during which to make written objection to ENGINEER as to any provisions of the certificate a attached list: If, after considering such objections, ENGINEER concludes. that the Work is not substantially complete. ENGINEER will within, fourteen days after submission of the tentative certificate to OWNER notify CONTRACTOR in writing, stating the reasons therefor. If, after consideration of OWNF.R's objections, ENGINEER considers the Work substantially cempletq ENGINEER will within said fourteen days execute and deliver to OWNER and CONTRACTOR a definitive certificate of Substantial Completion (with a revised tentative Est of items to be completed or corrected) reflecting such changes from the tentative certificate as ENGINEER believcsjustified'after consideration of ony obleciioris from OWNER. At the Completion ENGINEER will deliver to OWNER and CONTRACTOR a written recommendation as to division of responsibilities pending final payment between OWNER and CONTRACTOR with rapoct to sewn .ty, operation, safety, maintenance, heat, utilities, insurance and warranties and guarantees. Unless OWNER and CONTRACTOR agree otherwise in writing and so inform ENGINEER in writing prior to ENGINEER's issuing the definitive certificate of Substantial Completion, ENGINEETs aforesaid recommendation will be binding on OWNER and CONTRACTOR until final payment 149. OWNER shall love the right to exclude CONTRACTOR from the Wok after the date of Substantial Completion. but OWNER shall allow CONTRACTOR reasonable. access to complete or cares items an the tentative list Partial Utitiradon: 14A0. Use by OWNER at OWNER's option of any substantially completed part of the Work, whisk (i) has specifically been identified in the Contract Documents, or (u)OWNER, ENGINEER and CONTRACTOR agree constitutes a separately functioning and usable part of the Work that can be used by OWNER far its intended purpose without significant interference Willi CONTRACTOR's performance of the remainder of the Work, may be accomplished prior to Substantial Completion of all the Wok subject to the following:. 14.10.LOWNER at any time may request CONTRACTOR in writing to perm it OWNER to use any stidr part of the Work which OWNER believes to be ready for its intended use and substantially carepmac. If CONTRACTOR agrees that such part of the ?Vale is substantially complete, CONTRACTOR will certify to OWNER and ENGINEER that such part of the Work is substantially complete and request ENGINEER to issue a certificate of "Substantial Completion for that pan of the Work. i i 0 0 is CONTRACTOR at any time may notify OWNER and ENGINEER in writing that CONTRACTOR considers my such Fart of the Work ready for its intended use and substantially complete and request ENGINEER to issues certificate of Substantial Completion for that part of the Work. Within a reasonable timc after either such request, ,OWNER CONTRACTOR and ENGINEER shall make an inspection of that part of the Work to determine its status of completion If in writing giving the his 14.8 and 14.9 will apply with respect to of Substantial Completion of that part of nd the division of responsibility in respect access thereto. 14.10 2 No occupancy or separate operation of pan of the Work will be accomplished prior to ximpliance with the requirements of paragraph 5 15 in respect of property ins rance. .Foal fngnection: 14.1 I. Upon written notice from CONTRACTOR that the antire Workor an agreed portion thereof is complete, ENGINEER will make a final inspection with,OWNER and CONTRACTOR and will notify'.CONTRACTOR in writing of all particulate in which this inspection reveals that the Work is incomplete or defective. CONTRACTOR shall. immediately take such meigui as are necessary to 'complete such work or remedy such deficiencies Fina(Appfication forPayment 14,12. After CONTRACTOR has completed all such corrections to the satisfaction of ENGINEER and delivered in .accordance with the Contras Documeius all maimertmxe and operating instructions, .schedules, guarantees, Bonds, certificates or ,other evidence of msumnee required by paragrnph5A, certificates of inspection„ marked -up record documents (as provided in patagraph 6.19) and other documents. CONTRACTOR I ay make application for tmal payment dollowing the peooxAure for progress payments. The final Application for Payment shag be accompanied (except aspreviously delivered) by: Q) all documentation called for in the Contract Documents,' including but not, (united, to the evidence of insurance required by subparagra0h5:4.13, ((a) consent of the surety, if any, to final payment, and (iu) complete and legally .effective releases, or waivers (satisfactory to OWNER)of all Liens arising out of or filed in omu=. tcn with the Work -In lieu of such releases or LuI UK may turnlsn .receipts or releases in tall vit of CONTRACTOR that: (i) the releases and iclude all labor,services, material and equipment i a Lien could'be- filed, and _(i)all payrolls, and equipment bills, and other atdebtedr s with the Work for which OWNER or O WNER's light in any way be responsible have been paid or satisfied. If any SubcontractororSupplier fails EICDC0D Ek,%L C0tUT10Ni I9108 (1990 Edtim) wta ry OF FORT WL1tM momhCAT10N9OMV 4200a) to famish such a release or receipt in full. CONTRACTOR mayfurnisha Bond or other collateral satisfactory to OWNER to indemnify OWNER against my.Lien. '- -Re cases or waivers of liens and the consent or the sigetv to fmaliu EgMent are to be�submrtted on forms conformin g to the format of the OWNER'S standard Cams bounden theProtectmanual. Final Payment andAcoeptance: 14.13, If, on the basis of ENGINEER's observation of the Work during construction and foal irspection, and ENGINEER's review of the final Application for Payment and .accompanying documentation' as required by the Contract Documents,.: ENGINEER is satisfied that the Work has, been completed and CONTRACTOR's other obligations under `theContract Documents have been fulfilled, ENGINEER will, within ten days after receipt of the final Application for payment, indicate in writing ENGINEER's recommendation of payment and present the Application to OWNER for payment. At the same time ENGINEER will also give written hotice,to OWNER and CONTRACTOR that the Work is acceptable subject to the _provisions of paragraph 14.15. Odtmvise, ENGINEER will return the Application to CONTRACTOR, indicating -in writing. the reasons for refusing to recommend final payment, in which case CONTRACTOR shall make the necessary conmdons avid resubmit the Application. Thirty days after presentation to OWNER of the Application and acnanpanying documentation, inappropriate form and substance and wrth ENGINEER's recommendation and notice of acceptability, the amount recommended by ENGINEER will .became due. and will be paid by OWNER to CONTRACTOR subicct to wraamph 17.6.2 of these sal Conilt QM 14.14, 1st through rim fault of CONTRACTOR final completion of the Work is significantly delayed and if ENGINEER so confirms, OWNER shall, upon receipt of CONTRACTOR's final Application for Payment and recommendation of ENGINEER and without terminating the Agreemem,.make payment of the balance due for that portion of the Work fully completed and accepted. If the fully completed or coirected is lea than the retainage stipulated in the Agreement. and if Bonds have been furnished as required in paragraph'5.1. the written consent of the surety to thepsyanent of the balance due for that portion of the Work fully completed and accepted shall be submitted by CONTRACTOR to ENGINEER with the .Application fa such payment. Such payment shag be made under the rerms and conditions governing final payment, except that it shag not constitute a waiver of claims Waiver ofCtaimsu 14.15. The making and acceptance of fatal payment will constitute: 14.15.1,a waiver of all claims by OWNER against CONTRACTOR, except. claims .arising from unsettled Liens, from defective Work appearing after 31 final inspection pursuant to paragraph 14,11. from failine to comply with the Contract Documents or the terms of any special. guarantees specified therein, or Gan 'CONTRACTOR's continuing obligations under the Contract Documents, and 14.15:2.A waiver of all .claims by CONTRACTOR against OWNER other than those previously made in wnung and still unsettled. .ARTICLE 15-SUSPENSION OF WORK AND TEftMINA'TION O WNER Afay Suspend Work: 15.1. At any time and without cause. OWNER may ;suspend the Workor any portion thereof for a period of not more then nmefy days by notice in writing to 'CONTRACTOR and 13NGMER which will fix the date an which Work will be resumed. CONTRACTOR shall resume the Work on the date so fixed CONTRACTOR shall he allowed an adjustment in the Contract Prim or an extension of the Contact Tunes, or both, directly attiibutahle to airy such suspension if CONTRACTOR makes an approved claim therefor as provided in Articles I I and 12. OWNER Afay Tei ndnere:. 15.2. Upon the occurrence of arty erne or more of the following evemr. 15.2.1. if CONTRACTOR persistently fails to perfume the Work in accordance with the Contract Documents (including but not limited to, failure to supply sufficient skilled workers or suitable materials'or equipment or failure to adhere to the progress schedule established under poragmph29 as adjusted from time to time pursuant to paragraph 6.6); 15.2.2. if CONTRACTOR disregards. Laws or Regulations of any public_body havirgjurisdiction; 15.2.3. if CONTRACTOR disregards the authority of ENGINEER, or 15.2.4. if CONTRACTOR otherwise violates in any substantial way any provisions of the Contract Documents; OWNER may, after giving CONTRACTOR (and the surety, if any) seven days!, written notice and to the extent permitted by Laws and Regulations, terminate the services of CONTRACTOR exclude CONTRACTOR from the site and take: possession of the Work and of all CONTRACTOR's tools, appliances, construction equipment and machinery at the site and use .the same to the fill extem they could li ' used by CONTRACTOR (widrout liability to CONTRACTOR for trespass or mmeraion), incorporate in the Work all materials and equipment stored at the site or for which OWNER has paid EJCDCOENFRN.CONDIMM 1910-9(1990Edition) 32 cala17YOFFORT001AINS MODIMATIOMMLVC7000) CONTRACTOR but which are stored elsewhere, and finish the Work as OWNER may deem expedient.. In such case CONTRACTOR shall not be entitled to receive my further payment until the Work is finished. If the unpaid balance of the Contract Rice excelsall claims, costs, losses and damages sustained by OWNER arising out of or resulting from completing the Work such excess will be paid to CONTRACTOR If such claims, costs, losses and damages exceed such unpaid belance,.CONTRACTOR shall pay the difference to OWNER. Such claims, costs, losses and damages incurred by OWNER will be reviewed by ENGINEER as to their reasonableness and when so approved by ENGINEER incorporated ins ChangeOrder, provided that when exercising any rights or reinedics under this paragraph OWNER shall not he required to obtain the lowest prim for the Wmk performed 15.3. Where CONTRACTOR's services have been so terminated by OWNER, the termination willnot affect any rights or remedies of OWNER against CONTRACTOR then`esisting'or which may thercatter accrue. Any retention cu payment of moneys due CONTRACTOR 'by OWNER will not release CONTRACTOR fan. liability. 15.4. Upon seven days' written notice to CONTRACTOR and ENGINEER OWNER may, without cause and without. prejudice to any other right or remedy of OWNER,elect to terminate the Agre,m ent..In such 'case, CONTRACTOR shall he paid (without duplication of any items): 15.4.1. for completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 15.4.2. for expenses sustained prior to the effective date of termination in performing services and furrtishatg labor, materials a equipment as required by the Contact Documents m connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; 15.4.3. for all claims, costs, losses and damages incurred in settlement of terminated contracts with Subcontractors. Suppliers and otters; and 15.4.4. for reasonable cxpenses directly attributable to termination. CONTRACTOR shall not be paid onamount of lass of anticipated profits or revenue or other ecatanic loss arising out of or resulting from such terrmination- CONTRACTOR Afay Stop Work or Terminate 15.5. 14 through no act or fault of CONTRACTOR the Work is suspended for a period of more Than ninety days by OWNER or under an order of court or other public authority, or ENGINEER fails to act on any Application for Payment within thirty days after, it is submitted or OWNER fails for.thirty days to pay submittedCONTRACTOR any 0 0 0 0 sum finally determined to be due. then CONTRACTOR may, upon seven days' written notice to OWNER mid ENGINEER, and provided OWNER or ENGINEER do not remedy such suspension or failure within that time, terminate the Agreement -arid me vei hem .OWNER cayfaent on the same terms pis provided on nam mph 15.4. other right or remedy, if ENGINEER has failed to an Application for Payment within thirty days after it rifted or OWNER has failed for diutydays toga y 'RACTOR any sum finally determined to be e, 'RACTOR may upon seven days' writtennotice to ER aril ENGINEER stop the Work until payment of thereon. The pravisiora of this pamgmph 15.5 we not intended to preclude CONTRACTOR from making claim under Articles 11 and 12 for an macaw in Contract price or Contract Times or otherwise fior expenses or damage' directly attributable to CONTRACTORS stopping Work pemtidod by this paragraph. ARTICLE; 16—DISPUTE RESOLUTION If and to the carat that OWNER and CONTRACTOR have agreed on the method and procedure fob resolving. disputes between them that may arise miler this Agreement, such dispute resolution method and procedure, if any,. shall be as set forth in ExhibitGC-A, "Dispute Resolution Agreement',to be attached hereto and made a parr hereof. If no such .agreement on the method and procedure for resolving. such disputes has ban mached, and subject to the provisions of paragmphs9.19, 9,11 and 9.12, OWNER and CONTRACTOR may exercise such rights a mmcdics as tither may otherwise have miler the :Contract Documents or by Laws or Regulations in respect of my dispute. -ARTICLE I7—NIISCELLANEOUS (37ving Notice 17.1. Whenever any provision of the Conuacl Documents requires the givirng of written notice; it will be deemed to have been validly given if delivered in person to' the individual or to a member of the Cum, or Gran officer of the corporation for whom it is intended or if delivered at or sent by registered orcerdfied mail, posmge'prepaia to the last business address knmvn to the giver of the notice. d7.2. CompurdiouofTirne: 17.2.1. When any period of time'is referred to in the Contract Documents by days, it will be computed to exclude the finat and include the last flay of such period If the lest day of aiy*such period falls on a .Saturday or Sunday or on a day made a legal' holiday by the law of the applicablejurisdietwn, such day will be omined from the computation. EJCDC OEDIERALCONDITIONS 19104 (199a Edtim) VOW OF FORTCOLIJ18 MODIFTCATIONSOWV A2000) 17.2.2. A calendar day of twenty-four hours measured from midnight to the next midnight will constitute a day. Notice of Claim: 173. Should OWNER or CONTRACTORsufferinjury or damage to person or .property because of any error, scission or'act of the other patty or of any of the other party's employees or agents or others for whose acts the other party is legally liable, claim will be made mr writing to the other party within a reasonable time of the first observanceof such injury ur damage. The provisions of this paragraph 17.3 shall not be oansaued as a substitute for or'a' waiver of the provisions of any applicable statute of limitations or repw e.Cuniuldtive Remedies; 17.4. The duties and obligations- imposed by, these General Conditions and the rights and remedies available hereunder to the parties hereto, and, in particular but without limitation, the 'warranties, guarantees .and obligations imposed upon CONTRACTOR _ by pomgmphs 612; 6.16, 6.30, 6.31, 6.32, 13.1, 13.12,13.14, 14.3 aid 15.2 and all of dtc rights and remedies available to OWNER and ENGINEER thereunder, arc in addition to, and am not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations by special warranty or guarantee or by other provisions of the Contract Documents,and the provisions of this paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right and remedy to which they apply. Profmiond Fees and Caurt CoasIndudeet 17.5. Whenever reference is made to "claims, costs, losses and damages', if shag include in each case, but rot be limited to, all fees and charges of engineers, architects. attorneys ail other professionals and all cowl or arbitration or other.dispute resolution cats 17.6. Tk laws of the State of Colorado aMbLw this Agreement... Rerereme to two pertinent Colorado a stute& are as follows: ' 6.2. If a claim is filet OWNER is mouired cow MRS 38-26-107) to withhold from all payments to CONTRACTOR suR'iciem funds to insure the payment of all claims for labor, materials, team hare. sustenance. Provisions provender, or other supplies used .or consumed by .CONTRACTOR or has 33 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 � IkYI i`tl_=1.III 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 -Al - 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 11 • 1 0 E)CDC GENERAL CONDITIONS 19104 (199VE&im) 34 %1 CITY OF FORT OOLLINS MODRICATIONS(REV 4nM) 0 CFhispagc Icft blank vrtaitimally.) EJCDC GENERAL CONDIMON51910-8 (1990 EAlim) wf aTy OF FORT COLLINS MODIFICATIONS (REV 4/209a) 35 0 EKDC OENER.AL CONDITIONS 1910-6 (1990EAtim) 36 w/ CITY OF FORT OC)llANS MODIMCATIONS(RliV 4/2000) • 0 EXHIBIT GC -A to General Conditions of the Construction Contract. Between OWNER and CONTRACTOR DISPUTE RESOLUTION AOREDMiT OWNER and CONTRACTOR hereby agree that Article 16 of the General,Conditions of the Construction Contract between OWNER and CONTRACTOR is amended to include the following agreement of the parties: 16.1. All claims, disputes and other matters in question between OWNER and CONTRACTOR arising out of or relating to the Contract Documents or the breach thereof (except for claims which have been waived by the making or acceptance of final payment as provided by paragraph 14.15) will be decided by arbitration in, accordance with the Construction. Industry Arbitration Rules of .the American Arbitration Association then obtainuir , subject to the, limitations of the Article 16.. This agreement so to arbitrate and any other agreement or consent to arbitrate entered into in accordance herewith as provided in this Article 16 will be specifically enforceable under the prevailing law of any court having jurisdiction 16.2. No demand for arbitration of any claim, dispute or other matter that is required to be referred to ENGINEER. initially for decision in accordance with paragraph 9.11 will be made until the earlier of (a) the date on which ENGINEER has rendered a written decision or (b) the thirty-first day after the parties have presented their evidence to. ENGINEER if a written decision has not been rendered by ENGINEER before that date. No demand for arbitration of any such claim, dispute or other matter will be.made later than thirty days after the date on which ENGINEER has rendered a written decision in respect thereof in accordance with paragraph 931; and the failure to demand arbitration within said thirty days' period will result in ENGWEER's decision being festal and binding upon OWNER and CONTRACTOR If ENGINEER renders a decision ancr arbitration proceedings have been initiated sachdeasion may be entered as evidence but will not sopersede the arbitration I roccedings, except where the decision is acceptable to the parties concerned. No demand for arbitration of any wriuen decision of ENGINEER rendered in accordance with pwigm h 9.10.will be made later than ten days after the party making such demand has delivered written notice of intention to appeal as provided in paragraph 9.IR 16.3. Notice of the demand forarbitration will be filed in writing with the other party to. the Agreement and with the American Arbitration Association. and a copy will be. Sent to ENGINEER for infommtiont The demand for mbnration will be 'made within the`ihutyday,or ten-day period specified in paragraph 162 as applicable, am io all other cases within a reasonable time after the claim, dispute or other matter in question has arisen, and in nu, event shall .any such demand be made after the date when institution of lcgsl a equitable proceedings based Onsuch claim, dispute or other metier in question would be barred by the applicable statute of limitations EICDC GENERAL CONDITIONS 1910-8 (1990 E(fitim) w/ CITY OF FORT. COLUNS MODIFICATIONS (REV 9/99) 16.4. Except as provided in paragraph 16.5 below, no arbitration arising out of or relating,m the Contract Ibcrunrnts shell include by consolidation,joinde or m any other manner any other .person or entity (including ENGINEER; ENGINEER's Consultant and the officers; directors, agents, employees ;or consultants of any of them) who is not a party to this contract unless: 16:4.1: the inclusion of such other: person or entity is necessary if complete relief is to' be of orded among those who are already parties to the arbitration,' and 16.4.2. such other person or entity issubstantially involved in a question of law or fact which is common to those who are already ponies tothe arbitration and which will arise in .such proceedings, and 16.4.3. the written, ccusent of the other person or entity sought to be included and of OWNER and CONTRACTOR has been obtained for such inclusion, which consent shall make- specific reference to this phragner but rno such content shall ciutsnmte consent to arbitration of'any dispute out specifically described in such consent a to arbitration with any party not specifically identified in such consent. 16.5. Notwithstanding paragraph 16.4, if a claim, dispute or oh:r'rmmher in ruestion between OWNER and involves the Work of a & or CONTRACTOR may unity to the arbitration betwe being joined in an arbitration between OWNER and CONTRACTOR involving die Work of such Subcontractor. Nothing in this paragraph 16.5 nor in the provision of such subcontract consenting to joinder shall create any claim, right or cause of action in favor of Subcontractor and 'against OWNER, ENGINEER a ENGIN[EER's Consultants that does not otherwise exist. 16.6. The award rendered by the arbitrators will be Final, judgment may entered upon it in any court having jurisdiction thereof: and it will not be ;subject to mal�cauon orappeal. 16.7. OWNER and CONTRACTOR agree that they shall fast -submit any and all unsettled claims, counterclaims, disputes. and 'other matters in question Between them arising cut of or relating to the Contract Documents or the breach thereof("disputes"), to mediation by the. American 'Arbiitration Association under "the Construction Industry Mediation Rules of du American Arbitration Association prior to either of them initiating against the other a demand far arbitration pursuant to paragraphs 16.1 through 16.6. unless 'delay in initiating arbitration would irrevocably prejudice one of the parties. The respective thirty and ten day time limits within which to file a demand for arbitration as provided in paragraphs 162 and 16.3 above shall be suspended with respect to a dispute submitted to mediation within those same applicable time limits and shall remain suspended until ten days after the temrinationof the mediation. The mediator of any dispute submitted to mediation under this Agreement shall not serve as arbitrator of such dispute unless otherwise agreed OC-AI EICDCOENERAL CONDITIONS 191" (1990 E fi im) .1 CITY OF FORT COLLINS MODIFICATIONS (REV 9/94) OC-AI 0 SECTION 00800 SUPPLEMENTARY CONDITIONS C\ J 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-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. Is 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 $1,060,000 combined single limits (CSL). SC-12.3 Add the following language to the end of paragraph 12.3. Contractor will include in the project schedule zero 0 days lost due to abnormal weather conditions. 0 • SECTION 00900 ADDENDA, MODIFICATIONS AND PAYMENT 00950 Contract Change Order 00960 Application for Payment • .. 0 SECTION 00950 CHANGE ORDER NO. PROJECT TITLE: Fossil Creek Trail Underpass at Trilby Road CONTRACTOR: ECI Site Construction Management PROJECT NUMBER: 7664 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: DATE: Project Manager REVIEWED BY: Title: APPROVED BY: Title: DA Zl APPROVED BY: DATE: Purchasing Agent over $30,000 cc: City Clerk Contractor Engineer Project Fite Architect Purchasing 0 s 0 M v o 0 0 LL o00 0 n f» (» W a�w(D0ir mazZm D Z z z 7 ZDc7 z 0 w m 0 �UC C' w QJOa'p c a Q a a s a. c 0 U Ul C C N U N C � 3 o � � m c 10 O a c3 o ) c L _ m _ U Qaf L N O Z O o U m O F- Q N O C O U Z o m Q o U d U N CL U oN L C }¢a a C ¢m C U o O E E N w z mO a ¢ L Q m a¢ T O E o o w lO T N'E rn _ w O w Z w C C C n 0 j C (.) 70 O Y T O U UI Z FY C U d Qal L (.) O. 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O Cl O O O O O O O W= 'C V 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 Vi i7 CCL V> V) V) V) V) Vi Vi V) Vi Vi V! V) Val Vi V) V) V) V) V) Vi V3 V) V3 Vi Vi V3 V% V) to V) V) a0 CIL Q 0 O a°iN0 ms - C'~a c a > N O O O aoi~a Val c J Q -0 7 � O W F- < c N 7aV) g�OLLQ O: W 55 w O H c 0 U N N U 9 Q c= O — Z H N U1 E 7 Z C, J • Fort Collins PROJECT MANUAL FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD PROJECT SPECIAL PROVISIONS E TABLE OF CONTENTS SPECIFICATIONS The Engineers Joint Contract Documents Committee General Conditions govern the construction of this contract. The following General Requirements supplement these General Conditions. The Colorado Division of Transportation's 2011 Standard Specifications for Road and Bridge Construction 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 of special provisions contain both English units and SI units, the English units apply and are the specification requirement. Other Technical Standards and Specifications that support this work are as follows in the order of importance: Division I General Requirements, Larimer County Urban Area Street Standards (LCUASS); Fort Collins Stormwater Standards, and the latest revision of the "Manual on Uniform Traffic Control Devices for Streets and Highways" (MUTCD). These documents are not included in the contract documents, but may be obtained at the appropriate City or District Departments. It shall be the Contractors responsibility to purchase and familiarize themselves with all the standard specifications. DIVISION 1 GENERAL REQUIREMENTS • Section 01010 Project Summary Section 01025 Measurement and Payment Section 01040 Coordination Section 01050 Construction Surveying Section 01105 Administration, Procedures, Codes Section 01310 Project Management and Coordination Section 01320 Construction Progress Documentation Section 01330 Submittal Procedures Section 01400 Quality Control Section 01500 Construction Facilities and Temporary Controls Section 01600 Material and Equipment Section 01700 Execution Requirements Section 01770 Closeout Procedures Section 01781 Project Record Documents Section 01782 Operation and Maintenance 0 a FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD PROJECT SPECIAL PROVISIONS TABLE OF CONTENTS SPECIFICATIONS PROJECT SPECIAL PROVISIONS Item Description Date Page Index Pages (September 17, 2013) I-ii Revision of Section 101 — Definition of Terms (September 17, 2013) SP-1 Revision of Section 107 — Performance of Safety Critical Work (September 17, 2013) SP-3 Revision of Section 202 — Removal of Tree (September 17, 2013) SP-5 Revision of Section 202 — Removal of Concrete Sidewalk (September 17, 2013) SP-6 Revision of Section 202 — Removal of Asphalt Mat (September 17, 2013) SP-7 Revision of Section 202 — Removal of 12" Water Line (September 17, 2013) SP-7 Revision of Section 202 — Removal of Barricade (September 17, 2013) SP-9 Revision of Section 202 — Removal of Fence (September 17, 2013) SP-10 Revision of Section 202—Remove and Replace or Protect (September 17, 2013) SP-11 In Place Existing Landscape Revision of Section 207 — Topsoil (September 17, 2013) SO-12 Revision of Section 208 — Erosion Control (September 17, 2013) SP-13 Revision of Section 209 — Dust Palliatives (September 17, 2013) SP-14 Revision of Section 210 — Reset Riprap Revision of Section 216 — Soil Retention Blanket (Straw/Coconut) (September 17, 2013) (September 17, 2013) SP-15 SP-16 Revision of Section 601 — Precast Concrete Underpass System (September 17, 2013) SP-17 Revision of Section 604 — Precast Concrete Area Inlet (September 17, 2013) SP-18 Revision of Section 604 — Manholes and Inlets (September 17, 2013) SP-19 Revision of Section 607 — Wooden Rail Fence (September 17, 2013) SP-20 Revision of Section 608 — Sidewalks and Bikeways (September 17, 2013) SP-21 Revision of Section 608 — Concrete Curb Ramps (September 17, 2013) SP-22 Revision of Section 609 — 2' Concrete Pan and (September 17, 2013) SP-25 Hollywood Curb and Gutter Revision of Section 619 — Water Lines (September 17, 2013) SP-26 Revision of Section 628 — Bridge Girder and Deck Unit (September 17, 2013) SP-27 Utilities (September 17, 2013) SP-34 0 FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD PROJECT SPECIAL PROVISIONS TABLE OF CONTENTS SPECIFICATIONS STANDARD SPECIAL PROVISIONS Item Description Revision of Section 106 — Certificates of Compliance and Certified Test Reports Revision of Section 107 — Transfer of Stormwater Permit to the Contractor Revision of Section 109 — Measurement of Quantities Revision of Section 203, 206, 304, 613 — Compaction Revision of Section 206 — Structure Backfill (Flow -Fill) Revision of Section 208 — Erosion Log Revision of Section 212 — Seed Revision of Section 213 — Mulching Revision of Section 250 — Environmental, Health and Safety Management Revision of Section 412 — Portland Cement Concrete Pavement Finishing Revision of Section 212, 601, 711 — Liquid Membrane -Forming Compounds for Curing Concrete Revision of Section 601 — Concrete Batching Revision of Section 601 — Concrete Finishing Revision of Section 601 — Concrete Form and Falsework Removal Revision of Section 601 — Concrete Slump Acceptance Revision of Section 601 — Depositing Concrete Under Water Revision of Section 601 — Fiber Reinforced Concrete Revision of Section 603, 624, 705 — Drainage Pipe Revision of Section 703 — Concrete Aggregate Revision of Section 712 — Water for Mixing or Curing Concrete L_J Date No. of Pages (February 3, 2011) (April 26, 2012) (February 3, 2011) 1 (July 19, 2012) 2 (April 26, 2012) 2 (January 31, 2013) 1 (April 26, 2012) 1 (January 31, 2013) 4 (July 19, 2012) 1 (February 3, 2011) 1 (May 5, 2011) 1 0 (February 3, 2011) 1 (February 3, 2011) 1 (July 28, 2011) 2 (July 29, 2011) 1 (May 2, 2013) 1 (May 2, 2013) 1 (April 26, 2012) 2 (July 28, 2011) 1 (February 3, 2011) 1 r� U 11 FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD PROJECT SPECIAL PROVISIONS TABLE OF CONTENTS SPECIFICATIONS APPENDIX A GEOTECHNICAL INVESTIGATION FOSSIL CREEK TRAIL UNDERPASS AND PEDESTRIAN BRIDGES LEMAY AVENUE AND TRILBY ROAD FORT COLLINS, COLORADO CTL!Ihompson - Project No. FC06080-125 February 5, 2013 SCHEDULE OF DRAWINGS SHEET NO. DESCRIPTION OF SHEETS Ci COVER SHEET C2 GENERAL NOTES C3 SUMMARY OF QUANTITIES C4 TRAIL TYPICAL SECTIONS C5 OVERALL PROJECT MAP C6•C7 AS- BUILT UTILITY RELOCATION PLAN C8 REMOVAL PLAN C9 UTILITY RELOCATION PLAN & PROFILE C10 GEOMETRIC LAYOUT Cll-C19 TRAIL PLAN & PROFILE C20-C22 EROSION CONTROL PLAN C23-01 TRAIL CROSS SECTIONS C32-07 CONSTRUCTION DETAILS C38 SIGNING AND STRIPING PLAN C39 ROAD CLOSURE DETOUR ROUTE C40 ENGINEERING GEOLOGY S01 GENERAL NOTES S02 UNDERPASS GENERAL LAYOUT S03 PRECAST SEGMENT LAYOUT SO4 PRECAST DETAILS S05 BRIDGE RAIL DETAILS S06 MISCELLANEOUS DETAILS S07-S08 PEDESTRIAN BRIDGE ABUTMENT DETAILS El •E4 ELECTRICAL SITE PLAN AND DETAILS FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD PROJECT SPECIAL PROVISIONS GENERAL REQUIREMENTS 0 0 Fossil Creek Trail Underpass @ Trilby Road 0 SECTION 01010 - SUMMARY OF WORK PART1-GENERAL 1.01 Related Documents A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 and CDOT Specification Sections, apply to this Section. 1.02 Summary A. This Section includes the following: a. Project Scope b. Description of Work C. Contractor Qualification Requirements. d. Use of premises. e. Work restrictions. B. Related Sections include the following: 1. Division 1 Section "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Owner's facilities • 1.03 Project Scope The Fossil Creek Trail Underpass @ Trilby Road project is a City of Fort Collins project. The project is approximately one mile in length and completes a major connection between two trail systems. The project crosses over differentIocal and federal regulatory'and R.O.W. jurisdictions. These jurisdictions include the City of Fort Collins regulated Fossil Creek flood basin, the Army Corp of Engineers, the E.P.A. and the City R.O.W. of Trilby Road Many separate utilities are either impacted or in the vicinity of the project limits. The project is funded with City dollars as well as a Grant from Great Outdoors Colorado. There is NO Federal funding associated with this project. 1.04 Description of Work The Work includes erosion control and all required permitting, traffic control, excavation and grading, installation of a concrete box culvert underpass with wing walls, 2 steel pedestrian bridges and abutments, concrete pipe, ten feet wide colored concrete trail, water mainline relocation, asphalt removal and repaving, guardrail installation, fence installation, seeding and restoration. The Contractor shall provide all labor, materials and equipment necessary to perform the work items indentified in the contract, plans and specifications. 0 1.05 Work Covered by Contract Documents A. Project Identification: Fossil Creek Trail Underpass @ Trilby Road SUMMARY OF WORK 01010 - 1 SECTION 00020 INVITATION TO BID Date: June 24, 2014 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 July 22, 2014, for the Fossil Creek Trail Underpass at Trilby Road; BID NO. 7664. 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 7664. The Work consists of the construction of a trail approximately one mile in length and completes a major connection between two trail systems. The project crosses over different local and federal regulatory and R.O.W. jurisdictions. These jurisdictions include the City of Fort Collins regulated Fossil Creek flood basin, the Army Corp of Engineers, the E.P.A. and the City R.O.W. of Trilby Road. Many separate utilities are either impacted or in the vicinity of the project limits. The project is funded with City dollars as well as a Grant from Great Outdoors Colorado. There is NO Federal funding associated with this project. 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 2:00 PM, on July 10, 2014, in Conference -Room 2D at 215 N Mason Street, Fort Collins. All questions must be sent in via email by July 14, 2014 to Jason Stutzman, Project Manager at jstutzman(a)fcgov.com and copy John Stephen, Senior Buyer at 0stephen(cDfcgov.com. 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.fcgov.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. 9 Fossil Creek Trail Underpass @ Trilby Road B. Project Location: Fort Collins, Colorado — refer to drawings for precise location. 0 C. Owner: City of Fort Collins, Project Manager: Jason Stutzman, P.E., LEED A.P. D. Engineer/Civil: Interwest Consulting Group, Windsor, CO (970) 674-3300 E. Engineer/Structural: San Engineering LLC, Littleton, CO (303) 953-9014 F. Engineer/Lighting — ESC Engineering, Fort Collins, CO (970) 224-9100 1.06 City Furnished Materials A. None. 1.07 Contractor Qualification Requirements As part of the bid submittal, Contractors shall provide a statement of qualifications that addresses the following. This shall include a letter signed by a person in responsible charge of the company verifying similar experience to that of the Fossil Creek Trail Underpass @ Trilby Road. The statement of qualifications shall be provided inside the bound and sealed bid envelope, but as a separate document from the bid proposal. All questions must be answered and information provided as requested. The information given must be clear, concise and comprehensive. • Name of Bidder including permanent address and business organization date. Include information on corporation status and where business is incorporated. Also include the following. a) General Contractor license number, class, location obtained b) Banking reference with name and contact information c) Available credit limits d) Willingness to provide a detailed financial statement for the company e) List of any pending litigation against the company at this time and associated details f) List of any defaulted contracts or debarments specifically with government agencies g) Limits of public liability and insurance provider h) Limits of bonding and provider i) List of major equipment available for this contract 2. The general contractor must provide a current project back -log list and staff availability to complete the project according to the contract time allowed. 3. The general contractor must include a written approach to the project outlining how their firm would address the following key owner concerns. SUMMARY OF WORK 01010 - 2 Fossil Creek Trail Underpass @ Trilby Road a. Traffic control and coordination including issues such as restricted neighborhood access, trash collection and deliveries, particularly during road closure b. Utility installation and relocation c. Layout and final grade control requirements for the construction in the floodplain areas d. Delivery and installation of the trail bridges. e. Schedule and cost control f. Schedule identifying all critical work items and durations to be completed during the road closure. g. Procedures used to maintain and comply with the requirements of a C.S.D. Permit. 4. The general contractor must provide detailed resumes for key personnel assigned to this project including the Project Manager, Site Superintendent and Foreman. . 5. The general contractor must provide a list of subcontractors performing more than 10% of the total project value. 6. Provide references to at least five other projects of similar scope completed within the past 8 years. • a. The projects must involve obtaining and maintaining a State of Colorado Stormwater Discharge Permit - b. The projects must involve construction of precast box culvert sections under a paved roadway. Include the total continuous length of box installed. c. The projects must involve detailed utility relocation coordination in public right of way. d. The projects must include excavation and finish grading work performed in a FEMA regulated floodway/floodplain. e. The projects must include concrete paving. f. The contractor must include the project scope of work, total length of box culvert installation, utilities installed, current reference contact information, project photographs, awarded contract value, final contract value, number of change orders claimed, awarded contract time and final contract time. Bidder hereby authorizes and requests any person, firm or corporation to furnish any information requested by the OWNER in verification of the recital comprising this Statement of Bidder's Qualifications. According to Section 00100 Instructions to Bidders; Part 17.0, Award of Contract, the City 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 the OWNER. SUMMARY OF WORK 01010 - 3 Fossil Creek Trail Underpass @ Trilby Road 1.08 Use of Premises A. Area of Work: The Contractor shall confine his operations to the immediate work area. Material storage shall be confined to areas shown on the Drawings or designated by the City. B. Regulations: The Contractor shall comply with all applicable Federal, State, and local regulations pertaining to safety, traffic control, fire prevention, erosion control and environmental protection. C. Working Hours: The Contractor's working hours shall be between 7:00 a.m. and 5:00 p.m., with no work on weekends or Federal holidays, unless otherwise approved by the City. D. Material Storage: The Contractor's material and equipment storage site shall be limited to the area of the project site. The area shall be kept orderly and free of litter. 1.09 Work Restrictions A. On -Site Work Hours: With the exception of the time period during the fifteen (15) consecutive day closure of Trilby Road, the Contractor shall not carry on construction- operations outside the hours of 8:00 a.m. to 6:00 p.m- Monday through • Friday, unless previously arranged and approved. During the fifteen (15) consecutive days closure of Trilby Road, construction operations can occur each day from 6:00 a.m. to 8:00 p.m. Weekend and Federal Holiday Hours: Work not allowed unless prior approval provided by Owner — minimum 48 hour notice. B. The contractor will be allowed a full closure of Trilby Road for a period of fifteen (15) consecutive calendar days. The specific dates and closure traffic control plan are to be approved by the Engineer prior to closure. Any work requiring the closure of traffic lanes shall be completed during this fifteen (15) day closure including, but not limited to, removals, excavation, embankment, installation and backfill of the box culvert and wing walls, utility relocations, HMA patching, guardrail installation, and pavement marking. Any work requiring the closure of shoulder areas must be approved by the Engineer prior to closure. C. The Contractor shall pay a daily roadway rental fee for the closure of Trilby Road. This fee will be assessed for each day or portion thereof that traffic on Trilby Road is limited to less than one through lane and shoulder. The Engineer may determine that the fee will not be charged for closures for additional work not covered in the original scope of the project or for any work stoppage or extenuating circumstances, excluding weather. The roadway rental fee will not be charged for each weather day after the second consecutive weather day. The Contractor will be granted a roadway rental allowance of $37,500.00 for which no deduction will be made from monies due the contractor. Roadway rental fees in excess of $37,500.00 will be deducted from any monies due the Contractor for work performed. The deduction will be assessed for any days that roadway closures are in place whether work is performed or not. This deduction will be reflected SUMMARY OF WORK 01010 - 4 Fossil Creek Trail Underpass @ Trilby Road • in each progress payment. This deduction is not a penalty, but is a rental fee based upon road user costs to occupy Trilby Road. If the work requiring the closure of the roadway is completed in less than the allowed fifteen (15) days no incentive payment will be made to the contractor. The roadway rental fee for closures on Trilby Road shall be $2,500.00 per day. Contractor shall coordinate closure dates with Latimer County and the City of Fort Collins to become familiar with other road restrictions in the area that may affect the detour schedule. 1.10 Notices to Private Owners and Authorities A. Notify private owners of adjacent property, utilities, affected governmental agencies, and school district when execution of the work may affect them. B. Give notification 48 hours in advance to enable affected persons to provide for their needs when it is necessary to temporarily deny access or services. C. Contact utilities at least 48 hours prior to excavating near underground utilities. D. Contact all agencies at least 72 hours prior to start of construction. Notify all agencies of the proposed scope of work schedule and any items that would affect their daily operation. E. Several names and telephone numbers of potentially affected agencies and utilities in the area are listed below for Contractor's convenience. This may not be a comprehensive listing of agencies. Water/Sanitary Sewer - City of Fort Collins - (970) 221-6681 Water/Sewer — Fort Collins Loveland Water District — (970) 226-3104 Storm Sewer - City of Fort Collins - (970) 221-6605 Electrical - City of Fort Collins - (970) 482-5922, (970) 221-8553 Gas - Public Service Company of Colorado (970) 482-5922, (970) 221-8553 Telephone - QWest Communications (970) 484-0300, (970) 226-6310 Roads - City of Ft. Collins, Colorado (970) 221-6815 Cable Television — AT&T Cable Services (970) 493-7400 Utility Locates - One -call System 811 Safety - Occupational Safety and Health Administration (OSHA) 844-3061 Fire - Poudre Fire Authority Non -Emergency (970) 221-6581/ Emergency 911 Police - City of Fort Collins Police Department Non -Emergency (970) 221-6550 Emergency 911 40, Latimer County Sheriffs Department - Non -Emergency (970) 221-7177 Postmaster - United States Postal Service (970) 482-2837 SUMMARY OF WORK 01010 - 5 Fossil Creek Trail Underpass C& Trilby Road Ambulance - Poudre Valley Hospital Non -Emergency (970) 484-1227 . Emergency 911 Public Transportation — `TransFort' (970) 221-6620 Traffic Control - Traffic Engineering (970) 221-6815 Larimer County Engineering - (970) 498-5700 Poudre School District, Transportation Services - (970) 490-3232 END OF SECTION 01010 SUMMARY OF WORK 01010 - 6 Fossil Creek Trail Underpass @ Trilby Road • SECTION 01025 - MEASUREMENT AND PAYMENT PART 1: GENERAL A. DESCRIPTION 1. General: All measurements and payments will be based on work completed in strict accordance with the plans and specifications for the project. The method of measurement and basis of payment described are for the work itemized in the Bid Form and in the sections of the specifications. Items may include work within a single section or in more than one section. 2. Payment: This section covers the methods employed in determining the payment due for work completed under this contract. (a) The bid price should cover all work required by this contract based upon the quantities outlined in the bid form. (b) Where actual quantities differ from those outlined in the bid form; unit prices as stipulated in the bid form shall be utilized to compute payment. (c) Where unit prices are not set forth on specific work, that work shall be considered a subsidiary obligation of the Contractor. • (d) Quantities given in the bid form are estimates for the purpose of evaluating bids consequently some difference may arise in actual and bid quantities. (e) Payment for all additional work completed as change orders or against Force Account items shall be paid for based on the unit bid prices or negotiated according to other applicable terms of the Contract. These prices shall constitute full compensation for labor, materials, equipment, rentals, overhead, profit and incidentals to complete all work for each pay item and for all risk, loss, damage, or expense of whatever nature arising from the nature of the work or prosecution thereof (f) Where lump sum (LS) prices are given for an item in the bid schedule or for items added during construction by change order, the price will include all labor, materials, equipment, rentals, overhead, profit and incidentals to complete all work for each pay item and for all risk, loss, damage, or expense of whatever nature arising from the nature of the work or prosecution thereof. (g) All unit prices for each item shall include its pro rata share of profits, taxes, and overhead, and are for the items installed in place, maintained and guaranteed. Including these factors, unit prices must accurately reflect actual costs. Unit prices are to be valid for the life of the contract. END OF SECTION 01025 MEASUREMENT AND PAYMENT 01025-1 Fossil Creek Trail Underpass @ Trilby Road • SECTION 01040 - COORDINATION PART 1-GENERAL 1.1 RELATED DOCUMENTS: The General Contract Conditions, Drawings and other Division-1 Specification sections apply to Work of this section. 1.2 SUMMARY: A. Section Includes: Requirements for coordination, supervision and administration for the Work, including but not necessarily limited to: 1. Coordination 2. Administrative and supervisory personnel 3. General installation provisions 4. Cleaning and protection 5. Utilities and site work B. Related Work: 1. Construction_Surveying: Section 01050 • 2. Administration, Procedures, Codes: Section 01105 3. Project Management and Coordination: Section 01310 1.3 GENERAL COORDINATION: A. General: 1. The Contractor shall ensure that each entity involved in the performance of the Work shall cooperate in the overall coordination of the Work; promptly, when requested by the Contractor, furnish information concerning the entity's portion of the Work; and respond promptly and reasonably to the decisions and requests of persons designated with coordination, supervisory, administrative, or similar authority. 2. The Contractor shall, where necessary, prepare memoranda for distribution to each party involved outlining special procedures required for coordination. Include such items as required notices, reports, and attendance at meetings. 3. Prepare similar memoranda for the Owner and separate Contractors where coordination of their work is required. B. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction work. Such administrative activities include, but are not limited to, the following: COORDINATION 01040-1 Fossil Creek Trail Underpass @ Trilby Road . 1. Preparation of schedules 2. Installation and removal of temporary facilities 3. Delivery and processing of submittals 4. Progress meetings 5. Project close-out activities C. Conservation: Coordinate construction activities to ensure that operations are carried out with consideration given to conservation of energy, water and materials. Salvage materials and equipment involved in performance of, but not actually incorporated in, the Work. D. Site Utilization: In addition to the site utilization limitations and requirements shown on the Drawings and indicated by the Contract Documents, administer the allocation of available space equitably among entities needing access and space, so as to produce the best overall efficiency in the performance of the Work. Schedule deliveries so as to minimize the space and time requirements for storage of materials and equipment on the site; but do not unduly risk delays in the Work. E. Coordination Meetings: Include in scheduled meetings, coordination of various entities and activities. Where necessary, schedule additional coordination meetings for this purpose on an as -needed basis. F. Layout: It is recognized that the Contract Documents are diagrammatic in showing • certain physical relationships of the various elements and systems and their interfacing with other elements and systems. Establishment and coordination of these relationships is the exclusive responsibility of the Contractor. Do not scale the Drawings. Layout and arrange all elements to contribute to safety, efficiency and to carry the harmony of design throughout the Work. In case of conflict or un- dimensioned locations, verify required positioning with the Owner's Representative. The Contractor shall provide surveying for the layout of all improvements including both horizontal and vertical control, in accordance with the requirements of Section 01050. 0 G. Substrate Examination: The Contractor shall ensure that the subcontractor of each element of the Work examines the conditions of the substrate to receive the work, dimensions and spaces adjacent, tolerances, interfacing with other elements and services, and the conditions under which the Work will be performed. The Contractor shall require each subcontractor to notify the Contractor in writing of conditions detrimental to the proper or timely completion of the Work, and ensure that they do not proceed with the Work until unsatisfactory conditions have been corrected in a manner acceptable to the subcontractor. 1.4 COMPLETE SYSTEMS: It is the intent of the Contract Documents that the system be complete and functional to provide the intended or specified performance. The Contractor shall provide all incidental items and parts necessary to achieve this requirement. COORDINATION 0I040-2 Fossil Creek Trail Underpass @ Trilby Road 1.5 COMPATIBILITY: Provide products and equipment which are compatible with other work requiring mechanical interface including connections, control devices, water, drain and other piping connections. Verify requirements and other interface requirements before ordering equipment and resolve conflicts that may arise. PART 2 - PRODUCTS (Not applicable) PART 3 — EXECUTION 3.1 GENERAL INSTALLATION PROCEDURES: A. Require the subcontractor of each major component to inspect both the substrate and conditions under which work is to be performed. Do not proceed until unsatisfactory conditions have been corrected in an acceptable manner. B. Inspect materials or equipment immediately upon delivery and again prior to installation. Reject damaged and defective items. Re -check measurements and dimensions before starting each installation. C. Manufacturer's Instructions: Comply with manufacturer's installation instructions and • recommendations, to the extent that those instructions and recommendations are more explicit or stringent than requirements contained in Contract Documents. D. Installation: I. Provide attachment and connection devices and methods necessary for securing work. Secure work true to line and level. Allow for expansion and building movement. 2. Install each component during weather conditions and the Work status that will ensure the best possible results. Isolate each part of the completed construction from incompatible materials as necessary to prevent deterioration. 3. Coordinate work with required inspections and tests, to minimize the necessity of uncovering completed construction for that purpose. E. Visual Effects: Provide uniform joint widths in exposed work. Arrange joints in exposed work to obtain the best visual effect. Refer questionable choices to the Owner's Representative for final decision. F. Mounting Heights: Where mounting heights are not indicated, install individual components at standard mounting heights recognized within the industry for the particular application indicated. Refer questionable mounting height decisions to the Owner's Representative for final decision. COORDINATION 01040-3 n L.I • • Fossil Creek Trail Underpass @ Trilby Road 3.2 CLEANING AND PROTECTION: A. During handling and installation, clean and protect construction in progress and adjoining materials in place. Apply protective covering where required to ensure protection from damage or deterioration prior to achieving substantial completion. B. Clean and maintain completed construction as frequently as necessary through the remainder of the construction period. Adjust and lubricate operable components to ensure operability without damaging effects. END OF SECTION 01040 COORDINATION 01040-4 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. 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 0 Fossil Creek Trail Underpass @ Trilby Road • SECTION 01050 - CONSTRUCTION SURVEYING PART 1-GENERAL 1.1 RELATED DOCUMENTS A. The General Contract Conditions, Drawings and other Division 1 and CDOT Specifications apply to work of this section. 1.2 SUMMARY: A. Section includes: general requirements and procedures for construction surveying. The work shall consist of the surveying, calculating, and staking necessary for the construction of all elements of the project. Layout of site elements will be accomplished either by means of coordinates or traditional baseline method or a combination of both. The Work also includes professional certification that project elements comply with the tolerances specified. Owner will provide base mapping and control to contractor to facilitate construction layout. 1.3 EXISTING UTILITIES: A. The existence and location of underground utilities and construction indicated as • existing are not guaranteed. B. Before starting any work disturbing, moving or penetrating the ground, the Contractor must have all existing utilities located, staked, and depth identified. Call- 811 for utility locations, 48 hours in advance of work. PART 2 - PRODUCTS (Not Applicable) PART 3-EXECUTION 1.1 The Contractor shall be responsible for requesting and coordinating construction staking necessary for proper and accurate completion of the work covered by this contract. The OWNER shall provide the surveying for the project. The surveying shall include experienced instrument personnel, competent assistants, and such instruments, tools, stakes, and other materials required to complete the survey, layout, and measurement Work. Survey work shall be performed under the direction of a licensed professional surveyor in the State of Colorado. The Contractor will be responsible for protecting all work provided and staked by the Surveyor and will take all reasonable actions necessary to protect and to avoid the need for unnecessary or repeated staking and layout needs. If the ENGINEER deems that the Contractor's request(s) for survey work lack efficiency and/or are unnecessary do to lack of reasonable actions taken to protect CONSTRUCTION SURVEYING 01050 - 1 0 Fossil Creek Trail Underpass @ Trilby Road • previous staking and layout work, the Contractor shall be required to reimburse the OWNER all costs associated with said survey work. • 1.2 All work shall be performed to the lines, grades, and elevations shown on the Drawings. When construction occurs within the following areas, corresponding tolerances are required. The installation will be acceptable to the Owner when these tolerances are met, with respect to the lines and grades. If the tolerances are not met, the Contractor shall be responsible for performing OWNER approved modifications to the facilities to bring the project components into tolerances. Maximum Allowable Deviation Description: from Alignment and Elevation shown on Drawings: Horizontal location of all Work within the +/- 0.10 feet* Floodplain - (cone. trail, C.B.C., etc.) Vertical elevation of all Work within the Floodplain - (cone. trail, C.B.C., finish +/- 0.10 feet* grading, etc.) Horizontal location of all Work outside the +/- 0.10 feet* Floodplain Vertical elevation of all Work outside the +/- 0.10 feet* Floodplain - (excluding trail with long. grading 5%orgreater) Vertical elevation of all trail Work with +/- 0.05 feet* longitudinal grades of 5% or greater * Unless trail is field located by Owner 1.3 Contractor shall remove and reconstruct Work that is improperly located. Horizontal and vertical alignments shall be checked regularly as the Work progresses. Contractor shall report results to the Engineer. 1.4 If the construction survey uncovers any discrepancies, the Contractor shall notify the Engineer, in writing, prior to construction proceeding. If the Contractor proceeds with work that includes apparent discrepancies without resolution by the Engineer, he assumes full responsibility for any subsequent necessary modifications. 1.5 The Surveyor must provide two (2) stamped sets of "As -Built" drawings for approved verification of the specified tolerances. The "As -Built' must be stamped by a licensed professional land surveyor (P.L.S.) in the State of Colorado. The sealed "As -Built' drawings must contain the following information: END OF SECTION 01050 0 CONSTRUCTION SURVEYING 01050 - 2 Fossil Creek Trail Underpass @ Trilby Road • SECTION 01105 - ADMINISTRATION, PROCEDURES, CODES PART 1-GENERAL RELATED DOCUMENTS: The General Contract Conditions, Drawings and other CSI Divisions and CDOT Specifications apply to work of this section. 1.1 SUMMARY: This section includes general administrative requirements and procedures, and related applicable codes. 1.2 CODES: A. Obtain all permits and licenses necessary to execute the work 1.3 EXISTING UTILITIES: A. Locate and protect existing utilities. B. Although existing utilities may be shown on the drawings, their location is not guaranteed. 1.4 CONTRACTOR'S CONSTRUCTION SCHEDULE • A. Furnish construction schedule, per section 01320, "Construction Progress . Documentation". B. IMPORTANT: Prior to beginning work on project site, the Contractor shall give minimum 48 hour notification to the Owner's Representative. C. Normal weather conditions are based on the 10-year historical weather information provided by the local branch of the U.S. Weather Service. Normal weather conditions shall be incorporated into the Contractor's schedule. Additional time will be added to the Contract time only if activities undertaken are affected by weather beyond that deemed normal by historical data noted above. 1.5 DELIVERY, STOPPAGE AND HANDLING A. Properly carton, crate, cover, and protect materials, products and equipment for shipping, handling and storing. Use appropriate means for hoisting and loading which will prevent damage or overstress to items being handled or shipped. Store them under roof in controlled environment whenever feasible; otherwise store off the ground under suitable coverings properly secured against wind and weather. Protect all items from rain, snow, moisture, wind, cold, heat, frost, sun, staining, discoloration, deterioration and physical damage from any cause. Refer to individual • ADMINISTRATION, PROCEDURES, CODES 01105 - 1 Fossil Creek Trail Underpass @ Trilby Road • sections for specific requirements. 0 • PART 2 — PRODUCTS (Not Applicable) PART 3 — EXECUTION (Not applicable) END OF SECTION 01105 ADMINISTRATION, PROCEDURES, CODES 01105 - 2 Fossil Creek Trail Underpass @ Trilby Road SECTION 01310 - PROJECT MANAGEMENT AND COORDINATION PARTI-GENERAL 1.1 RELATED DOCUMENTS A. The General Contract Conditions, Drawings and other Division-1 and CDOT Specifications apply to section. 1.2 SUMMARY A. This Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following: 1. Coordination Drawings. 2. Administrative and supervisory personnel. 3. Project meetings. 4.. Requests for Interpretation (RFIs). B. Each contractor shall participate in coordination requirements. Certain areas of responsibility will be assigned to a specific contractor. C. Related Sections include the following: 1. Division 1 Section 01320: Construction Progress Documentation for preparing and submitting Contractor's Construction Schedule. 2. Division 1 Section 01700: Execution Requirements for procedures of coordinating general installation and field -engineering services, including establishment of benchmarks and control points. 3. Division I Section 01770: Closeout Procedures for coordinating closeout of the Contract. 1.3 DEFINITIONS A. RFI: Request from Contractor seeking interpretation or clarification of the Contract Documents. 1.4 COORDINATION A. Coordination: Coordinate construction operations included in different Sections of the Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations, included in different Sections, which depend on each other for proper installation, connection, and operation. • C 1 • PROJECT MANAGEMENT AND COORDINATION 01310 - 1 0 L U Fossil Creek Trail Underpass @ Trilby Road 1. Schedule construction operations in sequence required to obtain the best results where installation of one part of the Work depends on installation of other components, before or after its own installation. 2. Coordinate installation of different components with other contractors to ensure maximum accessibility for required maintenance, service, and repair. 3. Make adequate provisions to accommodate items scheduled for later installation. 4. Where availability of space is limited, coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair of all components, including mechanical and electrical. B. Prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings. I. Prepare similar memoranda for Owner and separate contractors if coordination of their Work is required. C. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities and activities of other contractors to avoid conflicts and to ensure orderly progression of the Work. Such administrative activities include, but are not limited to, the following: 1. Preparation of Contractor's Construction Schedule. 2. Preparation of the Schedule of Values. 3. Installation and removal of temporary facilities and controls. 4. Delivery and processing of submittals. 5. Progress meetings. 6. Pre -installation conferences. 7. Startup and adjustment of systems. 8. Project closeout activities. D. Conservation: Coordinate construction activities to ensure that operations are carried out with consideration given to conservation of energy, water, and materials. Salvage materials and equipment involved in performance of, but not actually incorporated into, the Work. 1.5 SUBMITTALS A. Coordination Drawings: Prepare Coordination Drawings if limited space availability necessitates maximum utilization of space for efficient installation of different components or if coordination is required for installation of products and materials fabricated by separate entities. PROJECT MANAGEMENT AND COORDINATION 01310 - 2 Fossil Creek Trail Underpass @ Trilby Road Content: Project -specific information, drawn accurately to scale. Do not base Coordination Drawings on reproductions of the Contract Documents or standard printed data. Include the following information, as applicable: a. Indicate functional and spatial relationships of components of structural, civil, mechanical, and electrical systems. b. Indicate required installation sequences. C. Indicate dimensions shown on the Contract Drawings and make specific note of dimensions that appear to be in conflict with submitted equipment and minimum clearance requirements. Provide alternate sketches to Owner's Representative for resolution of such conflicts. Minor dimension changes and difficult installations will not be considered changes to the Contract. 2. Sheet Size: At least 8-1/2 by 11 inches but no larger than 24 x 36 inches. 3. Number of Copies: Submit 4 opaque copies of each submittal. Owner's Representative, through Construction Manager, will return one copy. a. Submit 4 copies where Coordination Drawings are required for operation and maintenance manuals. Owner's Representative and Construction Manager will retain 3 copies; remainder will be returned. Mark up and retain one returned copy as a Project Record Drawing. 4. Refer to individual Sections, for Coordination Drawing requirements for Work in • those Sections. B. Key Personnel Names: Within 5 days of starting construction operations, submit a list of key personnel assignments, including superintendent and other personnel in attendance at Project site. Identify individuals and their duties and responsibilities; list addresses and telephone numbers, including mobile, home and office telephone numbers. Provide names, addresses, and telephone numbers of individuals assigned as standbys in the absence of individuals assigned to Project. 1. Post copies of list in Project meeting room, in temporary field office, and by each temporary telephone. Keep list current at all times. 1.6 ADMINISTRATIVE AND SUPERVISORY PERSONNEL A. General: In addition to Project superintendent, provide other administrative and supervisory personnel as required for proper performance of the Work. 1.7 PROJECT MEETINGS A. General: Attend meetings and conferences at Project site, unless otherwise indicated. • PROJECT MANAGEMENT AND COORDINATION 01310 - 3 Fossil Creek Trail Underpass @ Trilby Road • B. Preconstruction Conference: The pre -construction conference will be held at a time to be determined by the Owner, after the awarding of the Contract and prior to the issuance of the Notice to Proceed. The Contractor will have a complete construction schedule ready for review at the time of the pre -construction conference. • I. Attendees: The meeting will involve authorized representatives of the Owner, the Engineer, the Contractor, the Contractor's site representative, subcontractors performing over 20% of the contract, and representatives of utilities and other properties that will be directly affected by the Work. C. Pre -installation Conferences: Attend a pre -installation conference at Project site before each construction activity that requires coordination with other construction. 1. Attendees: Installer and representatives of manufacturers and fabricators involved in or affected by the installation and its coordination or integration with other materials and installations that have preceded or will follow, shall attend the meeting. Advise Owner's Representative and Construction Manager of scheduled meeting dates. 2. Do not proceed with installation if the conference cannot be successfully concluded. Initiate whatever actions are necessary to resolve impediments to performance of the Work and reconvene the conference at earliest feasible date. D. Progress Meetings: Attend progress meetings at weekly intervals. Coordinate dates of meetings with preparation of payment requests. I. Attendees: In addition to representatives of Owner, Construction Manager, and Owner's Representative, each contractor, subcontractor, supplier, and other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented at these meetings. All participants at the conference shall be familiar with the Project and authorized to conclude matters relating to the Work. 2. Agenda: Review and correct or approve minutes of previous progress meeting. Review other items of significance that could affect progress. Include topics for discussion as appropriate to status of Project. a. Contractor's Construction Schedule: Review progress since the last meeting. Determine whether each activity is on time, ahead of schedule, or behind schedule, in relation to Contractor's Construction Schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time. 1) Review schedule for next period. PROJECT MANAGEMENT AND COORDINATION 01310 - 4 Fossil Creek Trail Underpass @ Trilby Road b. Review present and future needs of each entity present, including the following: 1) Sequence of operations. 2) Status of submittals. 3) Deliveries. 4) Off -site fabrication. 5) Access. 6) Site utilization. 7) Temporary facilities and controls. 8) Work hours. 9) Hazards and risks. 10) Quality and work standards. 1 1) Status of correction of deficient items. 12) Field observations. 13) RFIs. 14) Status of proposal requests. 15) Pending changes. 16) Status of Change Orders. 1.8 REQUESTS FOR INTERPRETATION (RFIs) A. Procedure: Immediately on discovery of the need for interpretation of the Contract Documents, and if not possible to request interpretation at Project meeting, prepare and submit an RFI in the form specified. I. RFIs shall originate with Contractor. RFIs submitted by entities other than Contractor will be returned with no response. 2. Coordinate and submit RFIs in a prompt manner so as to avoid delays in Contractor's work or work of subcontractors. B. Content of the RFI: Include a detailed, legible description of item needing interpretation and the following: 1. Project name. 2. Date. 3. Name of Contractor. 4. Name of Owner's Representative and Construction Manager. 5. RFI number, numbered sequentially. 6. Specification Section number and title and related paragraphs, as appropriate. 7. Drawing number and detail references, as appropriate. 8. Field dimensions and conditions, as appropriate. 9. Contractor's suggested solution(s). If Contractor's solution(s) impact the Contract Time or the Contract Sum, Contractor shall state impact in the RFI. 10. Contractor's signature. • • PROJECT MANAGEMENT AND COORDINATION 01310 - 5 Fossil Creek Trail Underpass @ Trilby Road • 11. Attachments: Include drawings, descriptions, measurements, photos, Product Data, Shop Drawings, and other information necessary to fully describe items needing interpretation. a. Supplementary drawings prepared by Contractor shall include dimensions, thicknesses, structural grid references, and details of affected materials, assemblies, and attachments. C. Hard -Copy RFIs: CSI Form 13.2A. Identify each page of attachments with the RFI number and sequential page number. D. Software -Generated RFIs: Software -generated form with substantially the same content as indicated above. 1. Attachments shall be electronic files in Adobe Acrobat PDF format E. Owner's Representative's and Construction Manager's Action: Owner's Representative and Construction Manager will review each RFI, determine action required, and return it. Allow seven working days for Owner's Representative's response for each RFI. RFIs received after 1:00 p.m. will be considered as received the following working day. • 1. The following RFIs will be returned without action: a. Requests. for approval of submittals. b. Requests for approval of substitutions. C. Requests for coordination information already indicated in the Contract Documents. d. Requests for adjustments in the Contract Time or the Contract Sum. e. Requests for interpretation of Owner's Representative's actions on submittals. I. Incomplete RFIs or RFIs with numerous errors. 2. Owner's Representative's action may include a request for additional information, in which case Owner's Representative's time for response will start again. 3. Owner's Representative's action on RFIs that may result in a change to the Contract Time or the Contract Sum may be eligible for Contractor to submit Change Proposal according to General Condition's terms. a. If Contractor believes the RFI response warrants change in the Contract Time or the Contract Sum, notify Owner's Representative and Construction Manager in writing within 5 days of receipt of the RFI response. F. On receipt of Owner's Representative's and Construction Manager's action, update the RFI log and immediately distribute the RFI response to affected parties. Review 0 PROJECT MANAGEMENT AND COORDINATION 01310 - 6 SECTION 00100 INSTRUCTIONS TO BIDDERS 0 Fossil Creek Trail Underpass @ Trilby Road response and notify Owner's Representative and Construction Manager within 5 days if Contractor disagrees with response. G. RFI Log: Prepare, maintain, and submit a tabular log of RFIs organized by the RFI number. Submit log weekly. Software log with not less than the following: 1. Project name. 2. Name and address of Contractor. 3. Name and address of Owner's Representative and Construction Manager. 4. RFI number including RFIs that were dropped and not submitted. 5. RFI description. 6. Date the RFI was submitted. 7. Date Owner's Representative's and Construction Manager's response was received. 9. Identification of related Minor Change in the Work, Construction Change Directive, and Proposal Request, as appropriate. 9. Identification of related Field Order, Work Change Directive, and Proposal Request, as appropriate. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 01310 • • PROJECT MANAGEMENT AND COORDINATION 01310 - 7 Fossil Creek Trail Underpass @ Trilby Road • SECTION 01320 - CONSTRUCTION PROGRESS DOCUMENTATION 0 PART 1-GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions, other CSI Divisions and CDOT Specification sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for documenting the progress of construction during performance of the Work, including the following: 1. Contractor's Construction Schedule. 2. Submittals Schedule. B. Related Sections include the following: 1. Division l Section 01310 Project Management and Coordination" for submitting and distributing meeting and conference minutes. 2. Division 1 Sectiori' 01330, Submittal Procedures for submitting schedules and reports. 1.3 SUBMITTALS A. Submittals Schedule: Submit 3 copies of schedule. Arrange the following information in a tabular format: 1. Scheduled date for first submittal. 2. Specification Section number and title. 3. Submittal category (action or informational). 4. Name of subcontractor. 5. Description of the Work covered. 6. Scheduled date for Owner's Representative's final release or approval. B. Contractor's Construction Schedule: Submit four opaque copies of initial schedule, large enough to show entire schedule for entire construction period. CONSTRUCTION PROGRESS DOCUMENTATION 01320 - 1 Fossil Creek Trail Underpass @ Trilby Road 1.4 COORDINATION • A. Coordinate preparation and processing of schedules and reports with performance of construction activities and with scheduling and reporting of separate contractors. B. Coordinate Contractor's Construction Schedule with the Schedule of Values, list of subcontracts, Submittals Schedule, progress reports, payment requests, and other required schedules and reports. 1. Secure time commitments for performing critical elements of the Work from parties involved. 2. Coordinate each construction activity in the network with other activities and schedule them in proper sequence. PART2-PRODUCTS 2.1 SUBMITTALS SCHEDULE A. Preparation: Submit a schedule of submittals, arranged in chronological order by dates required by construction schedule. Include time required for review, re -submittal, ordering, manufacturing, fabrication, and delivery when establishing dates. l . Coordinate a standard submittal log. • 2. Initial Submittal: Submit concurrently with bar -chart schedule. Include submittals required during the first 60 days of construction. List those required to maintain orderly progress of the Work and those required early because of long lead time for manufacture or fabrication. a. At Contractor's option, show submittals on the Preliminary Construction Schedule, instead of tabulating them separately. 3. Final Submittal: Submit concurrently with the first complete submittal of Contractor's Construction Schedule. 2.2 CONTRACTOR'S CONSTRUCTION SCHEDULE, GENERAL A. Procedures: Comply with procedures contained in AGC's "Construction Planning & Scheduling." B. Time Frame: Extend schedule from date established for the Notice of Award to date of Substantial and Final Completion. Contract completion date shall not be changed by submission of a schedule that shows an early completion date, unless specifically authorized by Change Order. 0 CONSTRUCTION PROGRESS DOCUMENTATION 01320 - 2 Fossil Creek Trail Underpass @ Trilby Road • C. Activities: Treat each separate area as a separate numbered activity for each principal element of the Work. Comply with the following: 0 1. Activity Duration: Define activities so no activity is longer than 5 days, unless specifically allowed by Owner's Representative. 2. Procurement Activities: Include procurement process activities for the following long lead items and major items, requiring a cycle of more than 60 days, as separate activities in schedule. Procurement cycle activities include, but are not limited to, submittals, approvals, purchasing, fabrication, and delivery. a. Site Furnishings and pedestrian lights. b. Shop Drawings for metal fabrication. 3. Submittal Review Time: Include review and re -submittal times indicated in Division I Section "Submittal Procedures" in schedule. Coordinate submittal review times in Contractor's Construction Schedule with Submittals Schedule. 4. Substantial Completion: Indicate completion in advance of date established for Substantial Completion, and allow time for Owner's Representative's administrative procedures necessary for certification of Substantial Completion. D. Constraints: Include constraints and work restrictions indicated in the Contract Documents and as follows in schedule, and show how the sequence of the Work is affected. 1. Phasing: Arrange list of activities on schedule by phase. 2. Products Ordered in, Advance: Include a separate activity for each product. Include delivery date: Delivery dates indicated stipulate the earliest possible delivery date. 3. Work Restrictions: Show the effect of the following items on the schedule: a. Coordination with existing construction. b. Limitations of continued occupancies. C. Uninterruptible services. d. Use of premises restrictions. 4. Work Stages: Indicate important stages of construction for each major portion of the Work, including, but not limited to, the following: a. Submittals. b. Mockups. C. Fabrication. d. Installation. e. Curing. 5. Area Separations: Identify each major area of construction for each major portion of the Work. Indicate where each construction activity within a major area must CONSTRUCTION PROGRESS DOCUMENTATION 01320 - 3 Fossil Creek Trail Underpass @ Trilby Road be sequenced or integrated with other construction activities to provide for the • following: a. Substantial Completion. E. Milestones: Include milestones indicated in the Contract Documents in schedule, including, but not limited to, the Notice to Proceed, Substantial Completion, and Final Acceptance, and the following interim milestones: 1. Trilby Road Closure/Opening 2. All utility relocation Work 3. Concrete Box Culvert & Wing Walls 4. Pedestrian bridges and abutments F. Schedules: Prepare schedules using a program that has been developed specifically to manage construction schedules — Microsoft Project 2007 at a minimum. 2.3 CONTRACTOR'S CONSTRUCTION SCHEDULE (GANTT CHART) A. Gantt -Chart Schedule: Submit a comprehensive, fully developed, horizontal Gantt - chart -type, Contractor's Construction Schedule within 5 days of the Notice to Proceed. B. Preparation: Indicate each significant construction activity separately. Identify first workday of each week with a continuous vertical line. 11. For construction activities that require 3 months or more to complete, indicate an estimated completion percentage in weekly increments within time bar. 2. Salient features to be shown on the Contractor's progress schedule are: a. Mobilization / Construction Surveying / Erosion Control b. Trilby Roadway Closure C. Traffic Control d. Utility Relocations e. CBC & Wing wall placement f. Guardrail placement g. Trilby Roadway Opening h. Retaining Walls i. Concrete Bike Path j. Pedestrian bridges and abutments k. Lighting 1. Survey "As -Built" verifications M. Site Restoration & Clean Up 0 CONSTRUCTION PROGRESS DOCUMENTATION 01320 - 4 Fossil Creek Trail Underpass @ Trilby Road . PART 3 - EXECUTION 3.1 CONTRACTOR'S CONSTRUCTION SCHEDULE A. Contractor's Construction Schedule Updating: At bi-weekly intervals, update schedule to reflect actual construction progress and activities. Issue schedule at time of pay application. 1. Revise schedule immediately after activity where revisions have been recognized or made. Issue updated schedule monthly. 2. Include a report with updated schedule that indicates every change, including, but not limited to, changes in logic, durations, actual starts and finishes, and activity durations. 3. As the Work progresses, indicate Actual Completion percentage for each activity. 4. Provide 3 week `look ahead' schedule at each progress meeting. B. Distribution: Distribute copies of approved schedule to Owner's Representative, Engineer, Construction Manager, separate contractors, testing and inspecting agencies, and other parties identified by Contractor with a need -to -know schedule responsibility. 1. Post copies in Project meeting rooms and temporary field offices. 2. When revisions are made, distribute updated schedules to the same parties and post in the same locations. Delete parties from distribution when they have completed their assigned portion of the Work and are no longer involved in performance of construction activities. C. Modifications to Time of Completion in the Approved Schedule The date of beginning and the times for completion of the work are essential conditions of the Contract Documents and the work embraced shall be commenced on a date specified in the Notice to Proceed. The Contractor will proceed with the work at such rate of progress to ensure full completion within the contract time. It is expressly understood and agreed, by and between the Contractor and the Owner that the contract time for the completion of the work described herein is a reasonable time, taking into consideration the climatic and other factors prevailing in the locality of the work. Every effort shall be made by the Contractor to complete the project within the "Contract Time" shown in the proposal. The "Contract Time" anticipates a "Normal" weather and climate condition in and around the vicinity of the Project site during the times of year that the construction will be carried out. Extensions of time based upon weather conditions shall be granted only if the Contractor • demonstrates clearly that such conditions were "unusually severe," would not CONSTRUCTION PROGRESS DOCUMENTATION 01320 - 5 Fossil Creek Trail Underpass @ Trilby Road have been reasonably anticipated, and that such conditions adversely affected the • Contractor's work and thus required additional time to complete the work. 2. The following specifies the procedure for the determination of time extensions for unusually severe weather. The listing below defines the anticipated number of calendar days lost to adverse weather for each month and is based upon National Oceanic and Atmospheric Administration (NOAA) or similar data for the geographic location of the project. Monthly Anticipated Calendar Days Lost to Adverse Weather Conditions JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC (7) (4) (4) (4) (6) (3) (4) (2) (3) (3) (2) (5) The above schedule of anticipated adverse weather will constitute the base line for monthly (or portion thereof) weather time evaluations. Upon acknowledgment of the Notice to Proceed and continuing throughout the contract on a monthly basis, actual adverse weather days and the impact of adverse weather days that delay the work will be recorded on a day-to-day basis. It is assumed that the work will be carried out Mondays through Fridays (holidays excluded) unless an approved construction schedule or written authorization from the Owner indicates other- wise. The number of days of delayed work due to adverse weather or the impact thereof will then be compared to the monthly adverse weather schedule above. An actual adverse weather day must prevent work for 50 percent or more of the Contractor's workday, delay work critical to the timely completion of the project, and be documented by the Contractor. The,City Representative observing the construction shall determine on a daily basis whether or not work can proceed or if work is delayed due to adverse weather or the effects thereof. The Contractor shall notify the Construction Coordinator in writing of any disagreement as to whether or not work can proceed on a given date, within 2 calendar days of that date. The Owner will use the above written notification in determining the num- ber of working days for which work was delayed during each month. 3. At the end of each month, if the number of working days for which work was delayed due to adverse weather exceeds that shown in the above schedule, a Change Order will be executed which increases the Contract Time. The number of workdays delayed due to adverse weather or the impact thereof will then be converted to Calendar Days based on the contract completion day and date. This conversion assumes a 5-day work week, Mondays through Fridays, holidays excepted; should the Contractor have authorization to work weekends and/or holidays, then the method of conversion of workdays to calendar days would take this into consideration. The contract time period will then be increased by the number of calendar days calculated above and a new contract completion day and date will be set. n LJ CONSTRUCTION PROGRESS DOCUMENTATION 01320 - 6 Fossil Creek Trail Underpass @ Trilby Road • 4. The Contractor's schedule must reflect the above -anticipated adverse weather delays on all weather -dependent activities. 5. While extensions of time shall be granted for "unusually severe" weather or climate conditions, the Owner shall make no monetary compensation for any costs to the Contractor arising out of such delays. The Contractor shall comply with the portions of the Contract Documents relating to his project schedule and amendments thereto which result from the "unusually severe" weather condition. 6. Breakdowns in equipment or lack of performance by the Contractor will not be considered justification for an extension of time. Liquidated damages will be assessed as delineated elsewhere. 7. The Contractor shall not be charged with liquidated damages or any excess cost when the delay in completion of the work is due to the following, and the Contractor has promptly given written notice of such delay to the Owner or Engineer. a. To any preference, priority, or allocation order duly issued by the Owner. b. To unforeseeable causes beyond the control and without the fault or negligence of the Contractor, including but not restricted to, acts of God, or of the public enemy, acts of the Owner, acts of another Contractor in the performance of a separate contract with the Owner, fires, floods, epidemics, • quarantine restrictions, strikes, freight embargoes, and abnormal and unforeseeable weather as provided above; and C. To any delays of Subcontractors occasioned by any of the causes specified in paragraphs 1 and 2, above. is END OF SECTION 01320 CONSTRUCTION PROGRESS DOCUMENTATION 01320 - 7 Fossil Creek Trail Underpass @ Trilby Road SECTION 01330 - SUBMITTAL PROCEDURES PART 1-GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other submittals. B. Related Sections include the following: 1. Division 1 Section 01310 Project Management and Coordination for submitting Coordination Drawings. 2. Division 1 Section 01320 Construction Progress Documentation for submitting schedules and reports, including Contractor's Construction Schedule and the Submittals Schedule. 3. Division I Section 01770 Closeout Procedures for submitting warranties. 4. Division 1 Section 01781 Project Record Documents for submitting Record Drawings, Record Specifications, and Record Product Data. 5. Division 1 Section 01782 Operation and Maintenance Data for submitting operation and maintenance manuals. 6. C.D.O.T. Specifications and Divisions 2 - 16 Sections for specific requirements for submittals in those Sections. 1.3 DEFINITIONS A. Action Submittals: Written and graphic information that requires Engineer's and Owner Representative's responsive action. B. Informational Submittals: Written information that does not require Engineer's and Owner Representative's responsive action. Submittals may be rejected for not complying with requirements. 1.4 SUBMITTAL PROCEDURES A. General: Electronic copies of CAD Drawings of the Contract Drawings will be provided by Engineer for Contractor's use in preparing submittals. • SUBMITTAL PROCEDURES 01330 - 1 Fossil Creek Trail Underpass @ Trilby Road • B. Coordination: Coordinate preparation and processing of submittals with performance of construction activities. I. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity. 2. Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concurrently for coordination. a. Engineer and Owner Representative reserve the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received. C. Submittals Schedule: Comply with requirements in Division 1 Section "Construction Progress Documentation" for list of submittals and time requirements for scheduled performance of related construction activities. D. Processing Time: Allow enough time for submittal review, including time for re - submittals, as follows. Time for review shall commence on Owner Representative's receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including re -submittals. 1. Initial Review: Allow 5 days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required. Owner Representative will advise Contractor when a submittal being processed must be delayed for coordination. 2. Intermediate Review: If intermediate submittal is necessary, process it in same manner as initial submittal. 3. Re -submittal Review: Allow 5 days for review of each re -submittal. 4. Concurrent Consultant Review: Where the Contract Documents indicate that submittals may be transmitted simultaneously to Engineer and to subconsultants, allow 10 days for review of each submittal. Submittal will be returned to Owner Representative, through Engineer, before being returned to Contractor. E. Identification: Place a permanent label or title block on each submittal for identification. 1. Indicate name of firm or entity that prepared each submittal on label or title block. 2. Provide a space approximately 2 by 4 inches on label or beside title block to record Contractor's review and approval markings and action taken by Engineer and Owner Representative. 3. Include the following information on label for processing and recording action taken: a. Project name. b. Date. C. Name and address of Engineer and Owner Representative. SUBMITTAL PROCEDURES 01330 - 2 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 Fossil Creek Trail Underpass @ Trilby Road d. Name and address of Contractor. • e. Submittal number or other unique identifier, including revision identifier. 1) Submittal number shall use Specification Section number followed by a decimal point and then a sequential number (e.g., 06100.01). Re - submittals shall include an alphabetic suffix after another decimal point (e.g., 06100.0l.A). f. Number and title of appropriate Specification Section. g. Drawing number and detail references, as appropriate. h. Other necessary identification. F. Deviations: Highlight, encircle, or otherwise specifically identify deviations or substitutions from the Contract Documents on submittals. G. Additional Copies: Unless additional copies are required for final submittal, and unless Engineer or Owner Representative observes noncompliance with provisions in the Contract Documents, initial submittal may serve as final submittal. 1. Submit one copy of submittal to concurrent reviewer in addition to specified number of copies to Engineer and Owner Representative. 2. Additional copies submitted for maintenance manuals will not be marked with action taken and will be returned. H. Transmittal: Package each submittal individually and appropriately for transmittal and handling. Transmit each submittal using a transmittal form. Engineer and Owner Representative will return submittals, without review, received from sources other than Contractor. 1. Transmittal Form: Use CSI Form 12.1 A. 2. On an attached separate sheet, prepared on Contractor's letterhead, record relevant information, requests for data, revisions other than those requested by Engineer and Owner Representative on previous submittals, and deviations from requirements in the Contract Documents, including minor variations and limitations. Include same label information as related submittal. I. Re -submittals: Make re -submittals in same form and number of copies as initial submittal. 1. Note date and content of previous submittal. 2. Note date and content of revision in label or title block and clearly indicate extent of revision. 3. Resubmit submittals until they are marked "Approved" or "Approved as Noted." J. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmittal forms. SUBMITTAL PROCEDURES 01330 - 3 Fossil Creek Trail Underpass @ Trilby Road K. Use for Construction: Use only final submittals with mark indicating "Approved" or "Approved as Noted." taken by Engineer and Owner Representative. 1.5 CONTRACTOR'S USE OF ENGINEER'S CAD FILES A. General: At Contractor's written request, copies of Engineer's CAD files will be provided to Contractor for Contractor's use in connection with Project, subject to the following conditions: AutoCAD format files will be made available via an FTP website. PART2-PRODUCTS 2.1 ACTION SUBMITTALS A. General: Prepare and submit Action Submittals required by individual Specification Sections. B. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment. • 1. If information must be specially prepared for submittal because standard printed data are not suitable for use, submit as Shop Drawings, not as Product Data. 2. Mark each copy of each submittal to show which products and options are applicable. 3. Include the following information, as applicable: E a. Manufacturer's written recommendations. b. Manufacturer's product specifications. C. Manufacturer's installation instructions. d. Standard color charts. e. Manufacturer's catalog cuts. f. Wiring diagrams showing factory -installed wiring. g. Printed performance curves. h. Mill reports. i. Standard product operation and maintenance manuals. j. Compliance with specified referenced standards. k. Testing by recognized testing agency. 4. Submit Product Data before or concurrent with Samples. 5. Number of Copies: Submit 4 copies of Product Data, unless otherwise indicated. Engineer, through Owner Representative, will return 2 copies. Mark up and retain one returned copy as a Project Record Document. SUBMITTAL PROCEDURES 01330 - 4 Fossil Creek Trail Underpass @ Trilby Road C. Shop Drawings: Prepare Project -specific information, drawn accurately to scale. Do S not base Shop Drawings on reproductions of the Contract Documents or standard printed data, unless submittals of Engineer's CAD Drawings are otherwise permitted. l . Preparation: Fully illustrate requirements in the Contract Documents. Include the following information, as applicable: a. Dimensions. b. Fabrication and installation drawings. C. Roughing -in and setting diagrams. d. Wiring diagrams showing field -installed wiring, including power, signal, and control wiring. e. Templates and patterns. f. Schedules. g. Design calculations. h. Compliance with specified standards. i. Notation of coordination requirements. j. Notation of dimensions established by field measurement. k. Seal and signature of professional engineer if specified. I. Wiring Diagrams: Differentiate between manufacturer -installed and field - installed wiring. 2. Sheet Size: Except for templates, pattems, and similar full-size drawings, submit Shop Drawings on sheets at least 8-1/2 by 11 inches. but no larger than 24 x 36 • inches. 3. Number of Copies: Submit 4 opaque copies of each submittal, unless copies are required for operation and maintenance manuals. Submit five copies where copies are required for operation and maintenance manuals. Engineer and Owner Representative will retain two copies; remainder will be returned. Mark up and retain one returned copy as a Project Record Drawing. D. Samples: Submit Samples for review of kind, color, pattern, and texture for a check of these characteristics with other elements and for a comparison of these characteristics between submittal and actual component as delivered and installed. 1. Transmit Samples that contain multiple, related components such as accessories together in one submittal package. 2. Identification: Attach label on unexposed side of Samples that includes the following: a. Generic description of Sample. b. Product name and name of manufacturer. C. Sample source. d. Number and title of appropriate Specification Section. 3. Disposition: Maintain sets of approved Samples at Project site, available for quality -control comparisons throughout the course of construction activity. SUBMITTAL PROCEDURES 01330 - 5 Fossil Creek Trail Underpass @ Trilby Road is Sample sets may be used to determine final acceptance of construction associated with each set. a. Samples not incorporated into the Work, or otherwise designated as Owner's property, are the property of Owner. 4. Samples for Initial Selection: Submit manufacturer's color charts consisting of units or sections of units showing the full range of colors, textures, and patterns available. a. Number of Samples: Submit 2 full set(s) of available choices where color, pattern, texture, or similar characteristics are required to be selected from manufacturer's product line. Engineer, through Owner Representative, will return one full set of submittal with options selected. 5. Samples for Verification: Submit full-size units or Samples of size indicated, prepared from same material to be used for the Work, cured and finished in manner specified, and physically identical with material or product proposed for use, and that show full range of color and texture variations expected. Samples include, but are not limited to, the following: partial sections of manufactured or fabricated components; small cuts or containers of materials; complete units of repetitively used materials; swatches showing color, texture, and pattern; color range sets; and components used for independent testing and inspection. a. Number of Samples: Submit 4 sets of Samples. Engineer and Owner Representative will retain two Sample sets; remainder will be returned. Mark up and retain one returned Sample set as a Project Record Sample. 1) Submit a single Sample where assembly details, workmanship, fabrication techniques, connections, operation, and other similar characteristics are to be demonstrated. 2) If variation in color, pattern, texture, or other characteristic is inherent in material or product represented by a Sample, submit at least 4 sets of paired units that show approximate limits of variations. E. Submittals Schedule: Comply with requirements specified in Division 1 Section "Construction Progress Documentation." 2.2 INFORMATIONAL SUBMITTALS A. General: Prepare and submit Informational Submittals required by other Specification Sections. 1. Number of Copies: Submit 4 copies of each submittal, unless otherwise indicated. Engineer and Owner Representative will not return copies. • SUBMITTAL PROCEDURES 01330 - 6 Fossil Creek Trail Underpass @ Trilby Road 2. Certificates and Certifications: Provide a notarized statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity. 3. Test and Inspection Reports: Comply with requirements specified in Division 1 Section "Quality Requirements." B. Qualification Data: Prepare written information that demonstrates capabilities and experience of firm or person. Include lists of completed projects with project names and addresses, names and addresses of Engineers and owners, and other information specified. C. Insurance Certificates and Bonds: Prepare written information indicating current status of insurance or bonding coverage. Include name of entity covered by insurance or bond, limits of coverage, amounts of deductibles, if any, and term of the coverage. D. Material Safety Data Sheets (MSDSs): Submit information directly to Owner; do not submit to Engineer, except as required in "Action Submittals" Article. 1. Engineer will not review submittals that include MSDSs and will return the entire submittal for re -submittal. 2.3 DELEGATED DESIGN A. Performance and Design Criteria: Where professional design services or certifications by a -design professional are specifically required of Contractor by the Contract Documents, provide products and systems complying with specific performance and design criteria indicated. If criteria indicated are not sufficient to perform services or certification required, submit a written request for additional information to Engineer. B. Delegated -Design Submittal: In addition to Shop Drawings, Product Data, and other required submittals, submit 4 copies of a statement, signed and sealed by the responsible design professional, for each product and system specifically assigned to Contractor to be designed or certified by a design professional licensed in the State of Colorado. 1. Indicate that products and systems comply with performance and design criteria in the Contract Documents. Include list of codes, loads, and other factors used in performing these services. Is SUBMITTAL PROCEDURES 01330 - 7 Fossil Creek Trail Underpass @ Trilby Road 0 PART 3 - EXECUTION 3.1 CONTRACTOR'S REVIEW A. Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to Engineer and Owner Representative. B. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name and location, submittal number, Specification Section title and number, name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents. 3.2 ENGINEER'S AND OWNER REPRESENTATIVE'S / ACTION A. General: Engineer and Owner Representative will not review submittals that do not bear Contractor's approval stamp and will return them without action. B. Action Submittals: Engineer and Owner Representative will review each submittal, make marks to indicate corrections or modifications required, and return it. Engineer and Owner Representative will stamp each submittal with an action stamp and will • mark stamp appropriately to indicate action taken, as follows: 1. "Approved" — No further action required 2. "Approved as Noted" — Contractor to modify submittal as noted, but is not required to resubmit. 3. "Revise and Resubmit" — Contractor to modify submittal as noted, and resubmit for approval prior to proceeding with continued work associated with submittal to be revised. 4. "Rejected" — Submittal is not compatible with intent of construction documents. C. Informational Submittals: Engineer and Owner Representative will review each submittal and will not return it, or will return it if it does not comply with requirements. Engineer and Owner Representative will forward each submittal to appropriate party. D. Partial submittals are not acceptable, will be considered nonresponsive, and will be returned without review. E. Submittals not required by the Contract Documents may not be reviewed and may be discarded. . END OF SECTION 01330 SUBMITTAL PROCEDURES 01330 - 8 Fossil Creek Trail Underpass @ Trilby Road 0 SECTION 01400 - QUALITY CONTROL PART 1-GENERAL 1.1 RELATED DOCUMENTS: The General Contract Conditions, Drawings and other Division 1-Specification sections apply to work of this section. 1.2 SUMMARY: A. This Section describes administrative and procedural requirements for quality control services, including: 1. Field samples 2. Mock-ups 3. Inspection and testing laboratory services 4. Manufacturer's field services and reports B. Related Work: 1. Submittals: Section 01330 2. Inspections and tests required and standards for testing: Individual Specification Sections 1.3 DEFINITIONS: • A. Quality control services include inspections and tests, and related actions, including reports, performed by independent agencies, governing authorities, and the Contractor. Contract enforcement activities performed by the Owner Representative are not included. B. Inspection and testing services required to verify compliance with requirements specified do not relieve the Contractor of responsibility to comply with requirements of the Contract Documents. C. Requirements of this Section relate to customized fabrication and installation procedures and not production of standard products. 1. Specific quality control requirements, inspections and tests, covering production, customized fabrication and installation procedures of standard products are specified in the individual sections. • QUALITY CONTROL 01400 - 1 10 Fossil Creek Trail Underpass @ Trilby Road 2. Inspections, tests and related actions specified are not intended to limit the Contractor's quality control procedures that facilitate compliance with Contract Documents. 3. Requirements for the Contractor to provide quality control services requested by the Owner Representative or authorities having jurisdiction are not limited by provisions of this Section. 1.4 RESPONSIBILITIES: A. Contractor Responsibilities: 1. The Contractor shall provide inspections, tests and similar quality control services, specified in individual specification sections and required by governing authorities, except where they are indicated to be the responsibility of the Owner, or are provided by another entity. Costs for Owner services shall not be included in the Contract Sum. 2. Notify the Owner Representative at least one (1) working day in advance so that the Owner Representative may observe the tests. B. Retesting: • I. The Contractor is responsible for retesting where results of required inspections, tests or similar services prove unsatisfactory and do not meet specified requirements, regardless of whether the original test was the Contractor's responsibility. 2. Cost of retesting construction revised or replaced by the Contractor is the Contractor's responsibility regardless of the results, where required tests were performed on original construction. C. Limitations: Where manufactured products or equipment are required to have representative samples tested, do not use such materials or equipment until tests have been made and the materials or equipment are found to be acceptable. Do not incorporate in the work any product that becomes unfit for use after acceptance. D. Associated Services: The Contractor shall cooperate with Owner Representative or other agencies performing required inspections, tests and similar services and provide reasonable associated services as requested. Notify the agency sufficiently in advance of operations to permit assignment of personnel. Associated services required include: 1. Providing access to the Work and furnishing incidental labor and facilities necessary to facilitate inspections and tests. 01 2. Taking adequate quantities of representative samples of materials that QUALITY CONTROL 01400 - 2 Fossil Creek Trail Underpass @ Trilby Road E require testing or assisting the agency in taking samples. 3. Providing facilities for storage and curing of test samples, and delivery of samples to testing laboratories. 4. Providing adequate facilities or accommodations for safe storage and proper curing of concrete test cylinders on the project site for the first 24 hours after casting as required by ASTM C31. 5. Providing the agency with a preliminary design mix proposed for use for material mixes that require control by the testing agency. 6. Security and protection of samples and test equipment at the project site. E. Owner's Responsibilities: 1. The Owner Representative will arrange for inspections, tests and similar quality control services specified to be performed by independent agencies and not by the Contractor, except where they are specifically indicated as the Contractor's responsibility or are provided by authorities having jurisdiction or another identified entity. Costs for these services are not to be included in the Contract Sum. 2. The Owner will employ and pay for the services of an independent agency, testing laboratory or other qualified firm to perform services that are the Owner's responsibility. 3. Duties of Testing Agency: a. The independent testing agency engaged to perform inspections, sampling and testing of materials shall cooperate with the Owner and Contractor in performance of its duties, and shall provide qualified personnel to perform required inspections and tests. b. The agency shall notify the Owner and Contractor promptly of irregularities or deficiencies observed in the Work during performance of its services. C. The agency is not authorized to release, revoke, alter or enlarge any requirement of the Contract Documents, or approve or accept any portion of the Work. d. The agency shall not perform any duties of the Contractor. 4. Coordination: a. The Contractor and each agency engaged to perform inspections, tests and similar services shall coordinate activities to avoid the necessity of removing and replacing construction to accommodate inspections and tests. b. The Contractor is responsible for scheduling times for inspections, tests, taking samples and similar activities. QUALITY CONTROL 01400 - 3 r� L 0, Fossil Creek Trail Underpass @ Trilby Road 1.5 SUBMITTALS: A. General: Refer to Section 01330 for general requirements of submittals. Certified written report of each inspection, test or similar service, will be submitted directly to the Owner Representative except to the Contractor with copy to the Owner Representative when service is the Contractor's responsibility. Submit additional copies directly to governing authorities when requested by that authority. B. Report Data: Written reports of each inspection, test or similar service shall include, but not be limited to: 1. Date of issue. 2. Project title and number. 3. Dates and locations of samples and tests or inspections. 4. Names of individuals making the inspection or test. 5. Designation of the work and test method. 6. Identification of product and specification section. 7. Complete inspection or test data. 8. Test results and interpretation of test results. 9. Ambient conditions at the time of sample taking and testing. 10. Comments or professional opinion as to whether inspected or tested work complies with Contract Document requirements. 11. Name and signature of laboratory inspector. 12. Recommendations on retesting. 1.6 QUALITY ASSURANCE: A. Qualification of Service Agencies: Engage inspection and testing service agencies, including independent testing laboratories, which are prequalifred as complying with 'Recommended Requirements for Independent Laboratory Qualification" by American Council of Independent Laboratories, which are recognized in the industry as specialized in the types of inspections and tests to be performed and which have not less than five (5) years experience in such testing. B. Comply with requirements of ASTM E329 and ASTM D3740. 1. Each inspection and testing agency shall be authorized to operate in the State of Colorado. 2. Maintain a full time registered engineer on staff to review services. 3. Calibrate testing equipment at reasonable intervals with devices of accuracy traceable to National Bureau of Standards or of accepted values of natural physical constants. QUALITY CONTROL 01400 - 4 r Collins ADDENDUM NO. 1 SPECIFICATIONS AND CONTRACT DOCUMENTS Description of BID 7664: Fossil Creek Trail Underpass at Trilby Road OPENING DATE: 3:00 PM (Our Clock) July 23, 2014 Financial Services Purchasing Division 215 N. Mason St. fd Floor PO Box 580 Fort Collins, CO 80522 970.221.6775 970.221.6707 fcgov.com1p=hasing 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. The Opening Date has been changed to 3:00 PM (our clock) on July 23, 2014. 2. Additional Information Exhibit 1 — Revised Bid Schedule Exhibit 2 — Questions & Answers Exhibit 3 — Description of Revisions Exhibit 4 — Revised Specifications Please contact John Stephen, CPPO, LEED AP, Senior Buyer at (970) 221-6777 with any questions regarding this addendum. RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN RECEIVED. • • • Addendum 1 — 7664 Fossil Creek Trail Underpass at Trilby Road Page 1 of 12 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. 5.4. Addenda will be mailed or delivered to all parties recorded by the OWNER as having received the Bidding documents. 0 Fossil Creek Trail Underpass @ Trilby Road • C. Control of Installation: I. Monitor quality control over products, services, site conditions, and workmanship to produce work of specified quality. 2. Comply fully with manufacturers' instructions, including each step in sequence. 3. Should manufacturers' instructions conflict with Contract Documents, request clarification from Owner Representative before proceeding. 4. Comply with specified standards as a minimum quality for the work except when more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship. 5. Perform work by persons qualified to produce workmanship of specified quality. 1.7 FIELD SAMPLES: A. Install field samples for review at the site as required by individual specification sections. B. Assemble and erect specified items with specified or required attachment and anchorage devices, flashings, seals, and finishes. 1.8 INSPECTION AND TESTING LABORATORY SERVICES: A. Perform inspections, tests and other services specified in individual specification sections. B. Submit reports indicating observations and results of tests indicating compliance or non-compliance with Contract Documents. 1.9 MANUFACTURER'S FIELD SERVICES: A. When specified in respective Specification sections, Contractor shall require supplier or manufacturer to provide qualified personnel to observe field conditions, conditions of surfaces and installation, quality of workmanship, start- up of equipment, testing, adjusting and balancing of equipment as applicable, and to make appropriate recommendations. B. Manufacturer's representative shall submit written report to the Owner Representative listing observations and recommendations. PART 2 - PRODUCTS (Not applicable) 0 QUALITY CONTROL 01400 - 5 • Fossil Creek Trail Underpass @ Trilby Road PART 3-EXECUTION 3.1 The Owner will pay for testing for soil and aggregate compaction, concrete, asphalt, and inert groundcover materials. The Contractor will pay for any retesting as a result of test failures. 3.2 REPAIR AND PROTECTION: A. Upon completion of inspection, testing, sample taking and similar services, repair damaged construction and restore substrates and finishes to eliminate deficiencies, including deficiencies in visual qualities of exposed finishes. B. Protect construction exposed by or for quality control service activities, and protect repaired construction. C. Repair and protection is the Contractor's responsibility, regardless of the assignment of responsibility for inspection, testing or similar services. 3.3 SCHEDULE OF INSPECTIONS AND TESTS: The following is a summary of tests and inspections specified in the appropriate sections and compiled here for convenience of reference. Additional testing as referenced in individual sections will also be required. A. Testing Paid by Owner (Initial Test Only): 1. Fill and backfill compaction density tests 2- Trench & Structural Backfill 3. Pipe & Structural Bedding 4. Tests not called for by the Specifications of materials delivered to the site. 5. Concrete, mortar and grout tests 6. Asphalt Pavement B. Testing Paid By Contractor: I. Contractor to pay for retesting if further tests are required. 2. Testing of Water Lines: In conformance with City and/or Fort Collins Loveland Water District Standards. 3. All performance and field testing specifically called for by the specifications. 4. Testing of pipe. 5. Vacuum testing of manholes. 6. Concrete materials and mix designs. 7. Asphalt materials and mix designs 49 8. Gradation tests for embedment, fill and backfill materials. QUALITY CONTROL 01400 - 6 Fossil Creek Trail Underpass @ Trilby Road 9. Material Substitution - any test for basic material or fabrication of equipment offered as a substitution for a specified item on which a test may be required in order to prove it compliant with the specifications. Nothing contained herein is intended to imply that the Contractor does not have the right to have tests performed on any material at any time for his/her own information and job control so long as the Owner does not assume responsibility for the cost or for giving them consideration when appraising quality materials. END OF SECTION 01400 QUALITY CONTROL 01400 - 7 Fossil Creek Trail Underpass @ Trilby Road SECTION 01500 — CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. The General Contract Conditions, Drawings and other Division-1 and CDOT Specifications apply to work of this section. 1.2 SUMMARY A. This Section includes requirements for temporary utilities, support facilities, and security and protection facilities. 1.3 USE CHARGES A. General: Cost or use charges for temporary facilities shall be included in the Contract Sum. Allow other entities to use temporary services and facilities without cost, including, but not limited to, testing agencies, and authorities having jurisdiction. B. Electric Power Service: Pay electric power service use charges for electricity used by all entities for construction operations. 1.4 SUBMITTALS A. Site Plan: Show temporary facilities, utility hookups, staging areas, contractor circulation routes, public access routes, and parking areas for construction personnel. If Contractor does not intend to provide a designated parking area for construction personnel, submit a signed letter outlining construction personnel parking accommodations. 1.5 QUALITY ASSURANCE A. Electric Service: Comply with NECA, NEMA, and UL standards and regulations for temporary electric service. Install service to comply with NFPA 70. B. Tests and Inspections: Arrange for authorities having jurisdiction to test and inspect each temporary utility before use. Obtain required certifications and permits. CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 01500 - 1 Fossil Creek Trail Underpass @ Trilby Road 1.6 PROJECT CONDITIONS • A. Temporary Use of Permanent Facilities: Installer of each permanent service shall assume responsibility for operation, maintenance, and protection of each permanent service during its use as a construction facility before Owner's acceptance, regardless of previously assigned responsibilities. B. Take reasonable measures to control and avoid unnecessary noise, dust, pollution, and erosion that might result from construction activities. PART2-PRODUCTS 2.1 TEMPORARY FACILITIES A. Storage and Fabrication Sheds: Provide sheds sized, furnished, and equipped to accommodate materials and equipment for construction operations. 1. Store combustible materials 20 ft minimum from buildings. B. Trash Containers. 1. Provide adequate trash containers for maintaining clean and safe project site. PART 3 - EXECUTION 3.1 INSTALLATION, GENERAL A. Locate facilities where they will serve Project adequately and result in minimum interference with performance of the Work or surrounding buildings. Relocate and modify facilities as required by progress of the Work. B. Provide each facility ready for use when needed to avoid delay. Do not remove until facilities are no longer needed. C. Provide the following: temporary water service, ventilation, portable restrooms, security, and progress cleaning. 3.2 TEMPORARY UTILITY INSTALLATION A. General: Install temporary service or connect to existing service. Arrange with utility company, Owner, and existing users for time when service can be interrupted, if necessary, to make connections for temporary services. CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 01500 - 2 Fossil Creek Trail Underpass @ Trilby Road • B. Electric Power Service: Provide electric power service and distribution system of sufficient size, capacity, and power characteristics required for construction operations. 1. Install electric power service underground, unless otherwise indicated. 2. Connect temporary service to Owner's existing power source, as directed by Owner. 3. Delete first subparagraph below if Owner maintains a separate on -site field office. 4. Provide superintendent with cellular telephone. 3.3 SUPPORT FACILITIES INSTALLATION A. General: Comply with the following: 1. Provide incombustible construction for offices, shops, and sheds if necessary located within construction area or within 20 feet of building lines. Comply with NFPA 241. 2. Maintain support facilities until near Substantial Completion. Remove before Substantial Completion. Personnel remaining after Substantial Completion will be permitted to use permanent facilities, under conditions acceptable to Owner. B. Project Identification and Temporary Signs: Provide Project identification and other signs. Install signs where indicated to inform public and individuals seeking entrance to • Project. Unauthorized signs are not permitted. I I., I . Provide temporary, directional signs for construction personnel and visitors. 2. Maintain and touchup signs so they are legible at all times. 3.4 SECURITY AND PROTECTION FACILITIES INSTALLATION A. Temporary Erosion and Sedimentation Control: Comply with all requirements specified in the Stormwater Management Plan, all permits associated with the project and all Federal, State and Local regulatory requirements B. Security Enclosure and Lockup: Install substantial temporary enclosure around partially completed areas of construction. Provide lockable entrances to prevent unauthorized entrance, vandalism, theft, and similar violations of security. C. Barricades, Waming Signs, and Lights: Comply with requirements of authorities having jurisdiction for erecting structurally adequate barricades, including warning signs and lighting. 3.5 OPERATION, TERMINATION, AND REMOVAL A. Supervision: Enforce strict discipline in use of temporary facilities. To minimize waste • and abuse, limit availability of temporary facilities to essential and intended uses. CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 01500 - 3 Fossil Creek Trail Underpass @ Trilby Road B. Maintenance: Maintain facilities in good operating condition until removal. • 1. Maintain operation of temporary enclosures on a 24-hour basis where required to achieve indicated results and to avoid possibility of damage. C. Termination and Removal: Remove each temporary facility when the need for its service has ended, when it has been replaced by authorized use of a permanent facility, or no later than Substantial Completion. Complete or, if necessary, restore permanent construction that may have been delayed because of interference with temporary facility. Repair damaged Work, clean exposed surfaces, and replace construction that cannot be satisfactorily repaired. 1. Materials and facilities that constitute temporary facilities are property of Contractor. Owner reserves right to take possession of Project identification signs. 2. At Substantial Completion, clean and renovate permanent facilities used during construction period. Comply with final cleaning requirements specified in Division 1 Section "Closeout Procedures." END OF SECTION 01500 1] CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 01500 - 4 Fossil Creek Trail Underpass @ Trilby Road • SECTION 01600 - MATERIAL AND EQUIPMENT PART]: GENERAL 1.1 RELATED DOCUMENTS: The General Contract Conditions, Drawings and other CSI Divisions and CDOT Specification sections apply to Work of this section. 1.2 SUMMARY: This section includes administrative and procedural requirements governing the Contractor's selection of products for use in the project. 1.3 DEFINITIONS: Definitions used in this Article are not intended to change the meaning of other terms used in the Contract Documents, such as "specialties," "systems," "structure," "finishes," "accessories," and similar terms. Such terms are self-explanatory and have well -recognized meanings in the construction industry. A. Products: Are items purchased for incorporation in the Work, whether purchased for the Project or taken from previously purchased stock. The term "Product" includes the terms "material", "equipment", "system" and terms of similar intent. B. Named Products: Are items identified by manufacturer's product name, including . ..make or model designation, indicated in the manufacturers published product literature that is current as of the date of the Contract Documents. C. Materials: Are products that are substantially shaped, cut, worked, mixed, finished, refined or otherwise fabricated, processed, or installed to form a part of the Work. D. Equipment: Is a product with operational parts, whether motorized or manually operated, that requires service connections such as wiring or piping. 1.4 SUBMITTALS: A. Product List: A list of products is included in each appropriate specification division. Prepare a schedule in tabular form showing each product listed. Include the manufacturer's name and proprietary product names for each item listed. 1. Form: Prepare product list with information on each item tabulated under the following column headings: a. Related Specification Section number. b. Generic name used in Contract Documents. C. Proprietary name, model number, and similar designations. d. Manufacturer's name and address. e. Supplier's name and address. Material and Equipment 01600 - 1 1.5 Fossil Creek Trail Underpass @ Trilby Road I. Installer's name and address. g. Projected delivery date or time span of delivery period. 2. Initial Submittal: Within 30 days after date of commencement of the Work, submit 4 copies of an initial product list. Provide a written explanation for omissions of data and for known variations from Contract requirements. 3. Completed List: Within 60 days after date of commencement of the Work, submit 4 copies of the completed product list. Provide a written explanation for omissions of data and for known variation from Contract requirements. 4. Action: The Engineer/Owner Representative will respond in writing to Contractor within 2 weeks or receipt of the completed product list. No response within this period constitutes no objection to listed manufacturers or products, but does not constitute a waiver of the requirement that products comply with Contract Documents. The Engineer/Owner Representative's response will include a list of any unacceptable product selections, containing a brief explanation of reasons for unacceptable products. QUALITY ASSURANCE: A. Source Limitations: I. To the fullest extent possible, provide products of the same kind from a single source. 2. Substitutions to the specified products will only be allowed if approved by the Owner and Engineer. B. Nameplates: Except for required labels and operating data, do not attach or imprint manufacturer's or producer's nameplates or trademarks on surfaces of products that will be exposed to view in occupied spaces or on the exterior. 2. Labels: Locate required product labels and stamps on concealed surfaces or, where required for observation after installation, on accessible surfaces that are not conspicuous. Equipment Nameplates: Provide a permanent nameplate on each item of service -connected or power -operated equipment. Locate on an easily accessible surface that is inconspicuous in occupied spaces. The nameplate shall contain the following information and other essential operating data: a. Name of product and manufacturer. Material and Equipment 01600 - 2 • 11 Fossil Creek Trail Underpass @ Trilby Road b. Model and serial number. C. Capacity. d. Speed. e. Ratings. 1.6 PRODUCT DELIVERY. STORAGE AND HANDLING: A. Deliver, store, and handle products according to the manufacturer's recommendations, using means and methods that will prevent damage, deterioration and loss, including theft. I. Schedule delivery to minimize long-term storage at the site and to prevent overcrowding of construction spaces. 2. Coordinate delivery with installation time to assure minimum holding time for items that are flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other losses. 3. Deliver products to the site in an undamaged condition in the manufacturer's original sealed container or other packaging system, complete with labels and instructions for handling, storing, unpacking, protecting and installing. 4. Inspect products upon delivery to ensure compliance with the Contract Documents and to ensure that products are undamaged and properly . protected. 5. Store products at the site in a manner that will facilitate inspection and measurement of quantity or counting of units. 6. Store products subject to damage by the elements above ground, under cover in a weather tight enclosure, with ventilation adequate to prevent condensation. Maintain temperature and humidity within range required by manufacturer's instructions. 1.7 GENERAL PRODUCT REQUIREMENTS: A. General Product Requirements: Provide products that comply with the Contract Documents, that are undamaged and, unless otherwise indicated, new at the time of installation. 1. Provide products complete with accessories, trim, finish, safety guards, and other devices and details needed for a complete installation and the intended use and effect. 2. Standard Products: Where available, provide standard products of types that have been produced and used successfully in similar situations on other projects. B. It is the responsibility of the Contractor and his Installers, as experts, to notify the • Owner Representative of any specified product that to his knowledge will not Material and Equipment 01600 - 3 • 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 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 Fossil Creek Trail Underpass @ Trilby Road meet the requirements or is unsuited to the application indicated or specified. i C. The use of manufacturer's and trade names is intended only to establish standards of quality and performance and not to limit competition. D. Substitution of Materials and Equipment: All bids are to be based on those materials and equipment specified in the Contract Documents. PART 2: PRODUCTS 2.1 PRODUCT SELECTION PROCEDURES: The Contract Documents and governing regulations govern product selection. Procedure governing product selection include the following: A. Proprietary Specification Requirements: Where Specifications name only a single product or manufacturer, provide the product indicated. No substitutions will be permitted. B. Semi proprietary Specification Requirements: I. Where Specifications name two or more products or manufacturers, provide 1 of the products indicated. No substitutions will be permitted. 2. Where Specifications specify products or manufacturers by name, , accompanied by the term "or equal" or "or approved equal," comply with the Contract Document provisions concerning "substitutions" to obtain approval for use of an unnamed product. C. Nonproprietary Specifications: When Specifications list products or manufacturers that are available and may be incorporated in the work, but do not restrict the Contractor to use of these products only, the Contractor may propose any available product that complies with Contract requirements. Comply with Contract Document provisions concerning "substitutions" to obtain approval for use of an unnamed product. D. Descriptive Specification Requirements: Where Specifications describe a product or assembly, listing exact characteristics required, with or without use of a brand or trade name, provide a product or assembly that provides the characteristics and otherwise complies with Contract requirements. E. Performance Specification Requirements: Where Specifications require compliance with performance requirements, provide products that comply with these requirements and are recommended by the manufacturer for the application indicated. Manufacturer's recommendations may be contained in published product literature or by the manufacturer's certification of performance. Material and Equipment 01600 - 4 Fossil Creek Trail Underpass @ Trilby Road . F. Compliance with Standards, Codes and Regulations: Where Specifications only require compliance with an imposed code, standard, or regulation, select a product that complies with the standards, codes, or regulations specified. G. Visual Matching: I. Where Specifications require matching an established Sample, the Owner Representative's decision will be final on whether a proposed product matches satisfactorily. 2. Where no product available within the specified category matches satisfactorily and complies with other specified requirements, comply with provisions of the Contract Documents concerning "substitutions" for selection of a matching product in another product category. H. Visual Selection: Where specified product requirements include the phase "...as selected from manufacturer's standard colors, patterns, textures..." or a similar phrase, select a product and manufacturer that complies with other specified requirements. The Engineer will select the color, pattern, and texture from the product line selected. PART 3: EXECUTION • 3.1 INSTALLATION OF PRODUCTS: Comply with manufacturer's instructions and recommendations for installation of products in the applications indicated. Anchor each product securely in place, accurately located and aligned with other work. Clean exposed surfaces and protect as necessary to ensure freedom from damage and deterioration at time of Substantial Completion. • END OF SECTION 01600 Material and Equipment 01600 - 5 Fossil Creek Trail Underpass @ Trilby Road • SECTION 01700 - EXECUTION REQUIREMENTS PART 1-GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other CSI Divisions and CDOT Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes general procedural requirements governing execution of the Work including, but not limited to, the following: l . Construction layout. 2. Field engineering and surveying. 3. General installation of products. 4. Progress cleaning. 5. Protection of installed construction. • 6. Correction of the Work. B. Related Sections include the following: 1. Division 1 Section 01310 Project Management and Coordination for procedures for coordinating field engineering with other construction activities. 2. Division 1 Section 01330 Submittal Procedures for submitting surveys. 3. Division 1 Section 01770 Closeout Procedures for submitting final property survey with Project Record Documents, recording of Owner -accepted deviations from indicated lines and levels, and final cleaning. 1.3 SUBMITTALS A. Qualification Data: For land surveyor B. Certificates: Submit certificate signed by land surveyor certifying that location and elevation of improvements comply with requirements. 1.4 QUALITY ASSURANCE A. Land Surveyor Qualifications: A professional land surveyor who is legally qualified to practice in jurisdiction where Project is located and who is experienced in providing land -surveying services of the kind indicated. . EXECUTION REQUIREMENTS 01700 - 1 Fossil Creek Trail Underpass @ Trilby Road • PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION 3.1 EXAMINATION A. Existing Conditions: The existence and location of site improvements, utilities, and other construction indicated as existing are not guaranteed. Before beginning work, investigate and verify the existence and location of mechanical and electrical systems and other construction affecting the Work. Before construction, verify the location and points of connection of utility services. B. Existing Utilities: The existence and location of underground and other utilities and construction indicated as existing are not guaranteed. Before beginning sitework, investigate and verify the existence and location of underground utilities and other construction affecting the Work. 1. Before construction, verify the location and invert elevation at points of connection of sanitary sewer, storm sewer, and water -service piping; and • underground electrical services. 2. Furnish locatioh data for work related to Project that must be performed by public utilities serving Project site. 0 C. Acceptance of Conditions: Examine substrates, areas, and conditions, with Installer or Applicator present where indicated, for compliance with requirements for installation tolerances and other conditions affecting performance. Record observations. Written Report: Where a written report listing conditions detrimental to performance of the Work is required by other Sections, include the following: a. Description of the Work. b. List of detrimental conditions, including substrates. C. List of unacceptable installation tolerances. d. Recommended corrections. 2. Verify compatibility with and suitability of substrates, including compatibility with existing finishes or primers. 3. Examine roughing -in for mechanical and electrical systems to verify actual locations of connections before equipment and fixture installation. 4. Examine walls, floors, and roofs for suitable conditions where products and systems are to be installed. 5. Proceed with installation only after unsatisfactory conditions have been corrected. Proceeding with the Work indicates acceptance of surfaces and conditions. EXECUTION REQUIREMENTS 01700 - 2 Fossil Creek Trail Underpass @ Trilby Road 3.2 PREPARATION • A. Existing Utility Information: Furnish information to local utility and Owner's Representative that is necessary to adjust, move, or relocate existing utility structures, utility poles, lines, services, or other utility appurtenances located in or affected by construction. Coordinate with authorities having jurisdiction. B. Field Measurements: Take field measurements as required to fit the Work properly. Recheck measurements before installing each product. Where portions of the Work are indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication. Coordinate fabrication schedule with construction progress to avoid delaying the Work. C. Space Requirements: Verify space requirements and dimensions of items shown diagrammatically on Drawings. D. Review of Contract Documents and Field Conditions: Immediately on discovery of the need for clarification of the Contract Documents, submit a request for information to Owner's Representative. Include a detailed description of problem encountered, together with recommendations for changing the Contract Documents. 3.3 CONSTRUCTION LAYOUT A. Verification: Before proceeding to lay out the Work, verify layout information shown • on Drawings, in relation to the property survey and existing benchmarks. If discrepancies are discovered, notify Owner's Representative. B. General: Engage a land surveyor to lay out the Work using accepted surveying practices. I. Establish benchmarks and control points to set lines and levels at each story of construction and elsewhere as needed to locate each element of Project. 2. Establish dimensions within tolerances indicated. Do not scale Drawings to obtain required dimensions. 3. Inform installers of lines and levels to which they must comply. 4. Check the location, level and plumb, of every major element as the Work progresses. 5. Notify Owner's Representative when deviations from required lines and levels exceed allowable tolerances. 6. Close site surveys with an error of closure equal to or less than the standard established by authorities having jurisdiction. C. Site Improvements: Locate and lay out site improvements, including pavements, grading, fill and topsoil placement, utility slopes, and invert elevations. D. Building Lines and Levels: Locate and lay out control lines and levels for structures, • building foundations, column grids, and floor levels, including those required for EXECUTION REQUIREMENTS 01700 - 3 Fossil Creek Trail Underpass @ Trilby Road • mechanical and electrical work. Transfer survey markings and elevations for use with control lines and levels. Level foundations and piers from two or more locations. E. Record Log: Maintain a log of layout control work. Record deviations from required lines and levels. Include beginning and ending dates and times of surveys, weather conditions, name and duty of each survey party member, and types of instruments and tapes used. Make the log available for reference by Owner's Representative. 3.4 FIELD ENGINEERING A. Identification: Owner will identify existing benchmarks, control points, and property corners. B. Reference Points: Locate existing permanent benchmarks, control points, and similar reference points before beginning the Work. Preserve and protect permanent benchmarks and control points during construction operations. 1. Do not change or relocate existing benchmarks or control points without prior written approval of Owner's Representative. Report lost or destroyed permanent benchmarks or control points promptly. Report the need to relocate permanent benchmarks or control points to Owner's Representative before proceeding. 2. Replace lost or destroyed permanent benchmarks and control points promptly. . Base replacements on the,original survey control points. C. Benchmarks: Establish and maintain a minimum of two permanent benchmarks on Project site, referenced to data established by survey control points. Comply with authorities having jurisdiction for type and. size of benchmark. 1. Record benchmark locations, with horizontal and vertical data, on Project Record Documents. 2. Where the actual location or elevation of layout points cannot be marked, provide temporary reference points sufficient to locate the Work. 3. Remove temporary reference points when no longer needed. Restore marked construction to its original condition. 3.5 INSTALLATION A. General: Locate the Work and components of the Work accurately, in correct alignment and elevation, as indicated. 1. Make vertical work plumb and make horizontal work level. 2. Where space is limited, install components to maximize space available for maintenance and ease of removal for replacement. 3. Conceal pipes, ducts, and wiring in finished areas, unless otherwise indicated. 4. Maintain minimum headroom clearance of 7'-6" in spaces without a suspended ceiling. EXECUTION REQUIREMENTS 01700 - 4 Fossil Creek Trail Underpass @ Trilby Road B. Comply with manufacturer's written instructions and recommendations for installing • products in applications indicated. C. Install products at the time and under conditions that will ensure the best possible results. Maintain conditions required for product performance until Substantial Completion. D. Conduct construction operations so no part of the Work is subjected to damaging operations or loading in excess of that expected during normal conditions of occupancy. E. Tools and Equipment: Do not use tools or equipment that produce harmful noise levels. F. Templates: Obtain and distribute to the parties involved templates for work specified to be factory prepared and field installed. Check Shop Drawings of other work to confirm that adequate provisions are made for locating and installing products to comply with indicated requirements. G. Anchors and Fasteners: Provide anchors and fasteners as required to anchor each component securely in place, accurately located and aligned with other portions of the Work. 1. Mounting Heights: Where mounting heights are not indicated, mount components at heights directed by Owner's Representative. 2. Allow for building movement, including thermal expansion and contraction. • 3. Coordinate installation of anchorages. Furnish setting drawings, templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors, that are to be embedded in concrete or masonry. Deliver such items to Project site in time for installation. 4. All attachments to buildings shall be made only to mortar between brick or concrete block. H. Joints: Make joints of uniform width. Where joint locations in exposed work are not indicated, arrange joints for the best visual effect. Fit exposed connections together to form hairline joints. I. Hazardous Materials: Use products, cleaners, and installation materials that are not considered hazardous. 3.6 PROGRESS CLEANING A. Site: Maintain Project site free of waste materials and debris. Comply with construction permit regulations to sweep roadways, walks, and other areas to eliminate dragout upon request of the Owner. B. Work Areas: Clean areas where work is in progress to the level of cleanliness necessary for proper execution of the Work. • EXECUTION REQUIREMENTS 01700 - 5 Fossil Creek Trail Underpass @ Trilby Road • 1. Remove liquid spills promptly. 2. Where dust would impair proper execution of the Work, broom -clean or vacuum the entire work area, as appropriate. C. Installed Work: Keep installed work clean. Clean installed surfaces according to written instructions of manufacturer or fabricator of product installed, using only cleaning materials specifically recommended. If specific cleaning materials are not recommended, use cleaning materials that are not hazardous to health or property and that will not damage exposed surfaces. D. Concealed Spaces: Remove debris from concealed spaces before enclosing the space. E. Exposed Surfaces in Finished Areas: Clean exposed surfaces and protect as necessary to ensure freedom from damage and deterioration at time of Substantial Completion. F. Waste Disposal: Burying or burning waste materials on -site is not permitted. Washing waste materials down sewers or into waterways is not permitted. G. During handling and installation, clean and protect construction in progress and adjoining materials already in place. Apply protective covering where required to ensure protection from damage or deterioration at Substantial Completion. H. Clean and provide maintenance on completed construction as frequently as necessary • through the remainder of the construction period. Adjust and lubricate operable components to ensure operability without damaging effects. I. Limiting Exposures: Supervise construction operations to assure that no part of the construction completed or in progress; is subject to harmful, dangerous, damaging, or otherwise deleterious exposure during the construction period. 3.7 PROTECTION OF INSTALLED CONSTRUCTION A. Provide final protection and maintain conditions that ensure installed Work is without damage or deterioration at time of Substantial Completion. B. Comply with manufacturer's written instructions for temperature and relative humidity. 3.8 CORRECTION OF THE WORK A. Repair or remove and replace defective construction. Restore damaged substrates and finishes. 1. Repairing includes replacing defective parts, refinishing damaged surfaces, touching up with matching materials, and properly adjusting operating equipment. • B. Restore permanent facilities used during construction to their specified condition. EXECUTION REQUIREMENTS 01700 - 6 Fossil Creek Trail Underpass C& Trilby Road C. Remove and replace damaged surfaces that are exposed to view if surfaces cannot be • repaired without visible evidence of repair. D. Repair components that do not operate properly. Remove and replace operating components that cannot be repaired. E. Remove and replace chipped, scratched, and broken glass or reflective surfaces. END OF SECTION 01700 • . 0 EXECUTION REQUIREMENTS 01700 - 7 Fossil Creek Trail Underpass @ Trilby Road • SECTION 01770 - CLOSEOUT PROCEDURES PART 1-GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other CSI Divisions and CDOT Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for contract closeout, including, but not limited to, the following: 1. Inspection procedures. 2. Warranties. 3. Final cleaning. B. Related Sections include the following: • 1. Division 1 Section 01781 Proiect Record Documents for submitting Record Drawings, Record Specifications, and Record Product Data. 2. Division 1 Section 01782 Operation and Maintenance Data for operation and maintenance manual requirements. 3. CDOT Specifications and Divisions 2-16 Sections for specific closeout and special cleaning requirements for the Work in those Sections. U 1.3 SUBSTANTIAL COMPLETION A. Preliminary Procedures: Before requesting inspection for determining date of Substantial Completion, complete the following. List items below that are incomplete in request. 1. Prepare a list of items to be completed and corrected (punch list), the value of items on the list, and reasons why the Work is not complete. 2. Advise Owner of pending insurance changeover requirements. 3. Submit specific warranties, workmanship bonds, maintenance service agreements, final certifications, and similar documents. 4. Obtain and submit releases permitting Owner unrestricted use of the Work and access to services and utilities. Include occupancy permits, operating certificates, and similar releases. CLOSEOUT PROCEDURES 01770 - 1 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 Fossil Creek Trail Underpass @ Trilby Road 5. Prepare and submit Project Record Documents, operation and maintenance • manuals, Final Completion construction photographs, damage or settlement surveys, property surveys, and similar final record information. 6. Deliver tools, spare parts, extra materials, and similar items to location designated by Owner. Label with manufacturer's name and model number where applicable. 7. Complete startup testing of systems. 8. Terminate and remove temporary facilities from Project site, along with mockups, construction tools, and similar elements. 9. Complete final cleaning requirements, including touchup painting. 10. Touch up and otherwise repair and restore marred exposed finishes to eliminate visual defects. B. Inspection: Submit a written request for inspection for Substantial Completion. On receipt of request, Owner Representative and Construction Manager will either proceed with inspection or notify Contractor of unfulfilled requirements. Owner Representative will prepare the Certificate of Substantial Completion after inspection or will notify Contractor of items, either on Contractor's list or additional items identified by Owner Representative that must be completed or corrected before certificate will be issued. 1. Reinspection: Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected. 2. Results of completed inspection will form the basis of requirements for Final Completion. 1.4 FINAL ACCEPTANCE A. Preliminary. Procedures: Before requesting final inspectiori' for determining date of Final Completion, complete the following: 1. Submit certified copy of Owner Representative's Substantial Completion inspection list of items to be completed or corrected (punch list), endorsed and dated by Owner Representative. The certified copy of the list shall state that each item has been completed or otherwise resolved for acceptance. 2. Submit evidence of final, continuing insurance coverage complying with insurance requirements. 3. Instruct Owner's personnel in operation, adjustment, and maintenance of products, equipment, and systems. 4. Comply with all other procedures included in the terms of the Contract. B. Inspection: Submit a written request for final inspection for acceptance. On receipt of request, Owner Representative and Construction Manager will either proceed with inspection or notify Contractor of unfulfilled requirements. Owner Representative will prepare a final Certificate for Payment after inspection or will notify Contractor of construction that must be completed or corrected before certificate will be issued. Reinspection: Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected. • CLOSEOUT PROCEDURES 01770 - 2 Fossil Creek Trail Underpass @ Trilby Road 0 1.5 LIST OF INCOMPLETE ITEMS (PUNCH LIST) A. Preparation: Submit four copies of list. Include name and identification of each space and area affected by construction operations for incomplete items and items needing correction including, if necessary, areas disturbed by Contractor that are outside the limits of construction. 1. Organize the list of items according to specific areas or locations of the project and in a sequential order. 2. Include the following information at the top of each page: a. Project name. b. Date. C. Name of Owner Representative and Construction Manager. d. Name of Contractor. e. Page number. 1.6 WARRANTIES A. Submittal Time: Submit written warranties on request of Owner Representative for designated portions of the Work where commencement of warranties other than date of Substantial Completion is indicated. • B. ' Partial Occupancy: Submit properly executed warranties within 15 days of completion of designated portions of the Work that are completed and occupied or used by Owner .during construction period by separate agreement with Contractor. C. Organize warranty documents into an orderly sequence based on the table of contents of the Project Manual. I. Bind warranties and bonds in heavy-duty, 3-ring, vinyl -covered, loose-leaf binders, thickness as necessary to accommodate contents, and sized to receive 8- 1/2-by-II-inch paper. 2. Provide heavy paper dividers with plastic -covered tabs for each separate warranty. Mark tab to identify the product or installation. Provide a typed description of the product or installation, including the name of the product and the name, address, and telephone number of Installer. 3. Identify each binder on the front and spine with the typed or printed title "WARRANTIES," Project name, and name of Contractor. D. Provide additional copies of each warranty to include in operation and maintenance manuals. CLOSEOUT PROCEDURES 01770 - 3 Fossil Creek Trail Underpass @ Trilby Road E PART2-PRODUCTS 2.1 MATERIALS A. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially hazardous to health or property or that might damage finished surfaces. B. Water: Clean potable water. PART 3-EXECUTION 3.1 FINAL CLEANING A. General: Provide final cleaning. Conduct cleaning and waste-removaloperations to comply with local laws and ordinances and Federal and local environmental and antipollution regulations. B. Cleaning: Employ experienced workers or professional cleaners for 'final cleaning. Clean each surface or unit to condition satisfactory to Owner_ Representative. Comply • with manufacturer's written instructions. Complete the following cleaning operations before requesting inspection for certification of Substantial Completion for entire Project or for a portion of Project: - a. Clean Project site, yard, and grounds, in areas disturbed by construction activities, including landscape development areas, of rubbish, waste material, litter, and other foreign substances. b. Sweep paved areas broom clean. Remove petrochemical spills, stains, and other foreign deposits. C. Remove all temporary sediment traps and related erosion control devices. d. Clean all on -site storm drains and pipes of accumulated sediment and debris. Assure the lines are free flowing. e. Remove tools, construction equipment, machinery, and surplus material from Project site. f. Clean exposed exterior hard -surfaced finishes to a dirt -free condition, free of stains, films, and similar foreign substances. Avoid disturbing natural weathering of exterior surfaces. g. Remove labels that are not permanent. It. Touch up and otherwise repair and restore marred, exposed finishes and surfaces. Replace finishes and surfaces that cannot be satisfactorily repaired or restored or that already show evidence of repair or restoration. CLOSEOUT PROCEDURES 01770-4 Fossil Creek Trail Underpass @ Trilby Road • 1) Do not paint over "UL" and similar labels, including mechanical and electrical nameplates. i. Leave Project clean and ready for occupancy. • • C. Comply with safety standards for cleaning. Do not burn waste materials. Do not bury debris or excess materials on Owner's property or adjacent properties. Do not discharge volatile, harmful, or dangerous materials into drainage systems. Remove waste materials from Project site and dispose of lawfully. END OF SECTION 01770 CLOSEOUT PROCEDURES 01770 - 5 Fossil Creek Trail Underpass @ Trilby Road SECTION 01781 - PROJECT RECORD DOCUMENTS PARTI- GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other CSI Divisions and CDOT Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for Project Record Documents, including the following: 1. Record Drawings. 2. Record Specifications. 3. Record Product Data. B. Related Sections include the following: 1. Division 1 Section 01770 Closeout Procedures for general c loseout procedures. • 2. Division 1 Section 01782 Operation and Maintenance Data for operation and maintenance manual requirements. 3. CDOT Specifications and Divisions 2 - 16 Sections for specific requirements for Project Record Documents of the Work in those Sections. 1.3 SUBMITTALS A. Record Drawings: Comply with the following: Provide sealed record drawings per requirements set forth in Section 01050 2. Number of Copies: Submit one set(s) of marked -up Record Prints. 3. Number of Copies: Submit copies of Record Drawings as follows: a. Initial Submittal: Submit one set(s) of plots from corrected marked -up Record Prints. Owner Representative will initial and date each plot and mark whether general scope of changes, additional information recorded, and quality of drafting are acceptable. Owner Representative will return plots and prints for organizing into sets, printing, binding, and final submittal. • PROJECT RECORD DOCUMENTS 01781 - I Fossil Creek Trail Underpass @ Trilby Road • B. Record Specifications: Submit one copy of Project's Specifications, including addenda and contract modifications. C. Record Product Data: Submit 4 copies of each Product Data submittal. 1. Where Record Product Data is required as part of operation and maintenance manuals, submit marked -up Product Data as an insert in manual instead of submittal as Record Product Data. PART2-PRODUCTS 2.1 RECORD DRAWINGS A. Record Prints: Maintain one set of blue- or black -line white prints of the Contract Drawings and Shop Drawings. Preparation: Mark Record Prints to show the actual installation where installation varies from that shown originally. Require individual or entity who obtained record data, whether individual or entity is installer, subcontractor, or similar entity, to prepare the marked -up Record Prints. a. Give particular attention to information on concealed elements that would • be difficult to identify or measure and record later.. b. Accurately record information in an understandable drawing technique. c. Record data as soon as possible after obtaining it. Record and check the markup before enclosing concealed installations. 2. Content: Types of items requiring marking include, but are not limited to, the following: • a. Dimensional changes to Drawings. b. Revisions to details shown on Drawings. C. Locations and depths of underground utilities. d. Revisions to routing of piping and conduits. e. Revisions to electrical circuitry. f. Actual equipment locations. g. Changes made by Change Order or Construction Change Directive. h. Changes made following Owner Representative's written orders. i. Details not on the original Contract Drawings. 3. Mark the Contract Drawings or Shop Drawings, whichever is most capable of showing actual physical conditions, completely and accurately. If Shop Drawings are marked, show cross-reference on the Contract Drawings. 4. Mark record sets with erasable, red -colored pencil. Use other colors to distinguish between changes for different categories of the Work at same location. PROJECT RECORD DOCUMENTS 01781 - 2 Fossil Creek Trail Underpass @ Trilby Road 5. Mark important additional information that was either shown schematically or • omitted from original Drawings. 6. Note Construction Change Directive numbers, alternate numbers, Change Order numbers, and similar identification, where applicable. B. Immediately before inspection for Certificate of Final Acceptance, review marked -up Record Prints with Owner Representative and Construction Manager. 2.2 RECORD PRODUCT DATA A. Preparation: Mark Product Data to indicate the actual product installation where installation varies substantially from that indicated in Product Data submittal. I. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later. 2. Include significant changes in the product delivered to Project site and changes in manufacturer's written instructions for installation. 3. Note related Change Orders, Record Specifications, and Record Drawings where applicable. 2.3 MISCELLANEOUS RECORD SUBMITTALS A. Assemble miscellaneous records required by other Specification Sections for • miscellaneous record keeping and submittal in connection with actual performance of the Work. Bind or.file miscellaneous records and identify each, ready for continued use and reference. PART 3 - EXECUTION 3.1 RECORDING AND MAINTENANCE A. Recording: Maintain one copy of each submittal during the construction period for Project Record Document purposes. Post changes and modifications to Project Record Documents as they occur; do not wait until the end of Project. B. Maintenance of Record Documents and Samples: Store Record Documents and Samples in the field office apart from the Contract Documents used for construction. Do not use Project Record Documents for construction purposes. Maintain Record Documents in good order and in a clean, dry, legible condition, protected from deterioration and loss. Provide access to Project Record Documents for Owner Representative's and Construction Manager's reference during normal working hours. END OF SECTION 01781 PROJECT RECORD DOCUMENTS 01781 -3 Fossil Creek Trail Underpass @ Trilby Road • SECTION 01782 - OPERATION AND MAINTENANCE DATA PART 1-GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other CSI Divisions and CDOT Specification sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for preparing operation and maintenance manuals, including the following: 1. Operation and maintenance documentation directory. 2. Operation manuals for systems, subsystems, and equipment. 3. Maintenance manuals for the care and maintenance of products, materials, finishes, systems and equipment. • B. Related Sections include the following: • 1. Division 1 Section "Submittal Procedures - 01330" for submitting copies of submittals for operation and maintenance manuals. 2. Division 1 Section "Closeout Procedures - 01770" for submitting operation and maintenance manuals. 3. Division 1 Section 'Project. Record Documents - 01781" for preparing Record Drawings for operation and maintenance manuals. 4. Divisions 2 through 16 Sections for specific operation and maintenance manual requirements for the Work in those Sections. 1.3 DEFINITIONS A. System: An organized collection of parts, equipment, or subsystems united by regular interaction. B. Subsystem: A portion of a system with characteristics similar to a system. 1.4 SUBMITTALS A. Initial Submittal: Submit 2 draft copies of each manual at least 15 days before requesting inspection for Substantial Completion. Include a complete operation and OPERATION AND MAINTENANCE DATA 01782 - 1 Fossil Creek Trail Underpass C& Trilby Road maintenance directory. Owner Representative will return one copy of draft and mark whether general scope and content of manual are acceptable. B. Final Submittal: Submit one copy of each manual in final form at least 15 days before final inspection. Owner Representative will return copy with comments within 15 days after final inspection. Correct or modify each manual to comply with Owner Representative's comments. Submit 3 copies of each corrected manual within 15 days of receipt of Owner Representative's comments. 1.5 COORDINATION A. Where operation and maintenance documentation includes information on installations by more than one factory -authorized service representative, assemble and coordinate information furnished by representatives and prepare manuals. PART2-PRODUCTS 2.1 OPERATION AND MAINTENANCE. DOCUMENTATION DIRECTORY A. Organization: Include a section in the directory for each of the following: 1. List of documents. 2. List of systems. 3. List of equipment. 4. Table of contents. B. List of Systems and Subsystems: List systems alphabetically. Include references to operation and maintenance manuals that contain information about each system. C. List of Equipment: List equipment for each system, organized alphabetically by system. For pieces of equipment not part of system, list alphabetically in separate list. D. Tables of Contents: Include a table of contents for each emergency, operation, and maintenance manual. E. Identification: In the documentation directory and in each operation and maintenance manual, identify each system, subsystem, and piece of equipment with same designation used in the Contract Documents. • 0 OPERATION AND MAINTENANCE DATA 01782 - 2 Fossil Creek Trail Underpass @ Trilby Road • 2.2 MANUALS, GENERAL A. Organization: Unless otherwise indicated, organize each manual into a separate section for each system and subsystem, and a separate section for each piece of equipment not part of a system. Each manual shall contain the following materials, in the order listed: 1. Title page. 2. Table of contents. 3. Manual contents. B. Title Page: Enclose title page in transparent plastic sleeve. Include the following information: 1. Subject matter included in manual. 2. Name and address of Project. 3. Name and address of Owner. 4. Date of submittal. 5. Name, address, and telephone number of Contractor. 6. Name and address of Owner Representative. C. Table of Contents: List each product included in manual, identified by product name, indexed to the content of the volume, and cross-referenced to Specification Section number in Project Manual. 1. If operation or maintenance documentation requires more than one volume to accommodate data, include comprehensive table of contents for all volumes in each volume of the set. D. Manual Contents: Organize into sets of manageable size. Arrange contents alphabetically by system, subsystem, and equipment. If possible, assemble instructions for subsystems, equipment, and components of one system into a single binder. Binders: Heavy-duty, 3-ring, vinyl -covered, loose-leaf binders, in thickness necessary to accommodate contents, sized to hold 8-1/2-by-1l-inch paper; with clear plastic sleeve on spine to hold label describing contents and with pockets inside covers to hold folded oversize sheets. a. If two or more binders are necessary to accommodate data of a system, organize data in each binder into groupings by subsystem and related components. Cross-reference other binders if necessary to provide essential information for proper operation or maintenance of equipment or system. b. Identify each binder on front and spine, with printed title "OPERATION AND MAINTENANCE MANUAL," Project title or name, and subject matter of contents. Indicate volume number for multiple -volume sets. 2. Dividers: Heavy -paper dividers with plastic -covered tabs for each section. Mark each tab to indicate contents. Include typed list of products and major M OPERATION AND MAINTENANCE DATA 01782 - 3 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 maybe 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 2.3 V Fossil Creek Trail Underpass @ Trilby Road components of equipment included in the section on each divider, cross- referenced to Specification Section number and title of Project Manual. 3. Protective Plastic Sleeves: Transparent plastic sleeves designed to enclose diagnostic software diskettes for computerized electronic equipment. 4. Supplementary Text: Prepared on 8-1/2-by-I I -inch white bond paper. 5. Drawings: Attach reinforced, punched binder tabs on drawings and bind with text. a. If oversize drawings are necessary, fold drawings to same size as text pages and use as foldouts. b. If drawings are too large to be used as foldouts, fold and place drawings in labeled envelopes and bind envelopes in rear of manual. At appropriate locations in manual, insert typewritten pages indicating drawing titles, descriptions of contents, and drawing locations. OPERATION MANUALS Content: In addition to requirements in this Section, include operation data required in individual Specification Sections and the following information: 1. System, subsystem, and equipment descriptions. 2. Operating standards. 3. Operating procedures. 4. Wiring diagrams. 5. Control diagrams. 6. Piped system diagrams. 7. Precautions against improper use. B. Descriptions: Include the following: 1. Product name and model number. 2. Manufacturer's name. 3. Equipment identification with serial number of each component. 4. Equipment function. 5. Operating characteristics. 6. Limiting conditions. 7. Performance curves. 8. Complete nomenclature and number of replacement parts. C. Operating Procedures: Include the following, as applicable: 1. Startup procedures. 2. Equipment or system break-in procedures. 3. Routine and normal operating instructions. 4. Regulation and control procedures. 5. Instructions on stopping. 6. Normal shutdown instructions. • \J 0 OPERATION AND MAINTENANCE DATA 01782 - 4 Fossil Creek Trail Underpass @ Trilby Road 7. Seasonal and weekend operating instructions. 8. Required sequences for electric or electronic systems. 9. Special operating instructions and procedures. D. Systems and Equipment Controls: Describe the sequence of operation, and diagram controls as installed. E. Piped Systems: Diagram piping as installed, and identify color -coding where required for identification. 2.4 PRODUCT MAINTENANCE MANUAL A. Content: Organize manual into a separate section for each product, material, and finish. Include source information, product information, maintenance procedures, repair materials and sources, and warranties and bonds, as described below. B. Source Information: List each product included in manual identified by product name and arranged to match manual's table of contents. For each product, list name, address, and telephone number of Installer or supplier and maintenance service agent, and cross- reference Specification Section number and title in Project Manual. C. Product Information: Include the following, as applicable: • 1. Product name and model number. 2. Manufacturer's name. 3. Color, pattern, and texture. 4. Material and chemical composition. 5. Reordering information for specially manufactured products. C, J D. Maintenance Procedures: Include manufacturer's written recommendations and the following: 1. Inspection procedures. 2. Types of cleaning agents to be used and methods of cleaning. 3. List of cleaning agents and methods of cleaning detrimental to product. 4. Schedule for routine cleaning and maintenance. 5. Repair instructions. E. Repair Materials and Sources: Include lists of materials and local sources of materials and related services. F. Warranties and Bonds: Include copies of warranties and bonds and lists of circumstances and conditions that would affect validity of warranties or bonds. Include procedures to follow and required notifications for warranty claims. OPERATION AND MAINTENANCE DATA 01782 - 5 Fossil Creek Trail Underpass @ Trilby Road 2.5 SYSTEMS AND EQUIPMENT MAINTENANCE MANUAL A. Content: For each system, subsystem, and piece of equipment not part of a system, include source information, manufacturers' maintenance documentation, maintenance procedures, maintenance and service schedules, spare parts list and source information, maintenance service contracts, and warranty and bond information, as described below. B. Source Information: List each system, subsystem, and piece of equipment included in manual identified by product name and arranged to match manual's table of contents. For each product, list name, address, and telephone number of Installer or supplier and maintenance service agent, and cross-reference Specification Section number and title in Project Manual. C. Manufacturers' Maintenance Documentation: Manufacturers' maintenance documentation including the following information for each component part or piece of equipment: 1. Standard printed maintenance instructions and bulletins. 2. Drawings, diagrams, and instructions required for maintenance, including disassembly and component removal, replacement, and assembly. 3. Identification and nomenclature of parts and components. 4. List of items recommended to be stocked as spare parts. D. Maintenance Procedures: Include the following information and items that detail • essential maintenance procedures: 1. Test and inspection instructions. 2. Precautions against improper maintenance. 3. Disassembly; component removal, repair, and replacement; and reassembly instructions. 4. Aligning, adjusting, and checking instructions. 5. Demonstration and training videotape, if available. E. Maintenance and Service Schedules: Include service and lubrication requirements, list of required lubricants for equipment, and separate schedules for preventive and routine maintenance and service with standard time allotment. 1. Scheduled Maintenance and Service: Tabulate actions for daily, weekly, monthly, quarterly, semiannual, and annual frequencies. 2. Maintenance and Service Record: Include manufacturers' forms for recording maintenance. R Spare Parts List and Source Information: Include lists of replacement and repair parts, with parts identified and cross-referenced to manufacturers' maintenance documentation and local sources of maintenance materials and related services. G. Maintenance Service Contracts: Include copies of maintenance agreements with name and telephone number of service agent. • OPERATION AND MAINTENANCE DATA 01782 - 6 Fossil Creek Trail Underpass @ Trilby Road . H. Warranties and Bonds: Include copies of warranties and bonds and lists of circumstances and conditions that would affect validity of warranties or bonds. 1. Include procedures to follow and required notifications for warranty claims. PART 3 - EXECUTION 3.1 MANUAL PREPARATION A. Operation and Maintenance Documentation Directory: Prepare a separate manual that provides an organized reference to emergency, operation, and maintenance manuals. B. Product Maintenance Manual: Assemble a complete set of maintenance data indicating care and maintenance of each product, material, and finish incorporated into the Work. C. Operation and Maintenance Manuals: Assemble a complete set of operation and maintenance data indicating operation and maintenance of each system, subsystem, and piece of equipment not part of a system. 1. Engage a factory -authorized service representative to assemble and prepare information for each system, subsystem, and piece of equipment not part of a system. . 2. Prepare a separate manual for each system and subsystem, in the form of an . instructional manual for use by Owner's operating personnel. D. Manufacturers' Data: Where manuals contain manufacturers' standard printed data, include only sheets pertinent to product or component installed. Mark each sheet to identify each product or component incorporated into the Work. If data include more' than one item in a tabular format, identify each item using appropriate references from the Contract Documents. Identify data applicable to the Work and delete references to information not applicable. 1. Prepare supplementary text if manufacturers' standard printed data are not available and where the information is necessary for proper operation and maintenance of equipment or systems. E. Drawings: Prepare drawings supplementing manufacturers' printed data to illustrate the relationship of component parts of equipment and systems and to illustrate control sequence and flow diagrams. Coordinate these drawings with information contained in Record Drawings to ensure correct illustration of completed installation. 1. Do not use original Project Record Documents as part of operation and maintenance manuals. 2. Comply with requirements of newly prepared Record Drawings in Division 1 Section "Project Record Documents." is OPERATION AND MAINTENANCE DATA 01782 - 7 Fossil Creek Trail Underpass @ Trilby Road F. Comply with Division 1 Section "Closeout Procedures" for schedule for submitting , operation and maintenance documentation. END OF SECTION 01782 • u OPERATION AND MAINTENANCE DATA 01782 - 8 FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD PROJECT SPECIAL PROVISIONS • PROJECT SPECIAL PROVISIONS • • FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD PROJECT SPECIAL PROVISIONS REVISION OF SECTION 101 DEFINITIONS OF TERMS Section 101 of the Standard Specifications is hereby revised for this project as follows: Subsection 101.01, Abbreviations, line 25 is deleted and replaced with the following: CDOT Colorado Department of Transportation or The City of Fort Collins, as applicable. Subsection 101.10, CDOT Resident Engineer, is deleted and replaced with the following: 101.10 CDOT Resident Engineer. The City of Fort Collins acting either directly or through an authorized representative, who is responsible for the project's engineering and administrative supervision. In subsection 101.17, Contract, delete the first paragraph and replace with the following: 101.17 Contract. The written agreement between the City of Fort Collins and the Contractor setting forth the obligations of the parties for the performance of work and the basis of payment. Subsection 101.23, Contractor, is deleted and replaced with the following: 101.23 Contractor. The individual, firm, or corporation contracting with the City of Fort Collins for performance of prescribed work. Subsection 101.25, County, is deleted and replaced with the following: • 101.25 County. The City of Fort Collins acting through its authorized representative. The City of Fort Collins and City will be interchangeable in this Contract. Subsection 101.28, Department, is deleted and replaced with the following: 101.28 Department. The City of Fort Collins. Subsection 101.29, Engineer, is deleted and replaced with the following: 101.29 Engineer. The City of Fort Collins acting directly or through an authorized representative, who is responsible for engineering and administrative supervision of the project. The terms Engineer, Project Engineer, and Project Manager will be interchangeable in this contract. Subsection 101.36, Holidays, is deleted and replaced with the following: 101.36 Holidays. Holidays recognized by the City of Fort Collins are: New Year's Day Dr. Martin Luther King, Jr.'s Birthday (observed) President's Day Memorial Day Independence Day Labor Day Veteran's Day Thanksgiving Day Day after Thanksgiving Christmas Day SP-I • FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD PROJECT SPECIAL PROVISIONS • REVISION OF SECTION 101 DEFINITIONS OF TERMS When New Year's Day, Independence Day, or Christmas Day fall on a Sunday, the following Monday shall be considered a holiday. When one of these days falls on a Saturday, the preceding Friday shall be considered a holiday. Subsection 101.39, Laboratory, is deleted and replaced with the following: 101.39 Laboratory. The testing laboratory designated by the City of Fort Collins or any other testing laboratory that may be designated by the Engineer. In subsection 101.48, Preconstruction Conference, delete CDOT and replace with City of Fort Collins. Subsection 101.51, Project Engineer, is deleted and replaced with the following: 101.51 Project Engineer. The Engineer's duly authorized representative who may be a City employee or an employee of a consulting engineer (consultant) under contract to the City of Fort Collins as defined below: (a) The City of Fort Collins Project Engineer. The City of Fort Collins's duly authorized representative who is in direct charge of the work and is responsible for the administration and satisfactory completion of the project under contract. (b) Consultant Project Engineer. The consultant's employee under the responsible charge of the consultant's Professional Engineer who is in direct charge of the work and is responsible for the administration and satisfactory completion of the project. The Consultant Project Engineer's duties are delegated by the Project Engineer in accordance with the scope of work in the consultant's contract with the City. The Consultant Project Engineer is not authorized to sign or approve Contract Modification Orders. Subsection 101.58, Region Transportation Director, is deleted. In subsection 101.76, State, State shall mean The City of Fort Collins, Latimer County, Colorado where applicable. • SP-2 FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD PROJECT SPECIAL PROVISIONS REVISION OF SECTION 107 • PERFORMANCE OF SAFETY CRITICAL WORK Section 107 of the Standard Specifications is revised as follows: 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) Work requiring the use of cranes or other lifting equipment. (2) Temporary works: falsework and shoring that exceeds 5 feet in height. 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 or a bridge removal 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(s) for which the plan is being prepared. (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. Replacement of workers who don't perform the work safely d. Equipment failure e. 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) Bridge erection plan when submitted as required elsewhere by the specifications. Plan requirements that overlap with above requirements may be submitted only once. SP-3 0 FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD PROJECT SPECIAL PROVISIONS • REVISION OF SECTION 107 PERFORMANCE OF SAFETY CRITICAL WORK 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 conference 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) Work requiring the use of cranes or other lifting equipment and (2) Temporary Work. 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 manger that creates an unsafe situation for the public in accordance with subsection 108.05. 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. All costs associated with the preparation and implementation of each safety critical work element construction plan and meeting will not be measured or paid for separately, but shall be included in the work. 0 SP-4 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. 18.0 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. 19.0 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 FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD PROJECT SPECIAL PROVISIONS REVISION OF SECTION 202 REMOVAL OF TREES Section 202 of the Standard Specifications is hereby revised for this project as follows: Subsection 202.02 shall include the following: This work includes the removal of trees as directed by the City Representative. This work includes the preservation from injury or defacement of all vegetation and objects designated to remain. The City Representative will establish environmental limits. All trees, shrubs, plants, grasses, and other vegetative materials shall remain, except as designated by the City Representative. Subsection 202.11 shall include the following: Potholing will not be paid separately and shall be included in the cost for removal of tree. Subsection 202.12 shall include the following: Pay Item Removal of Tree Pay Unit Each Chipping, stockpiling mulch, and hauling and stockpiling trunks and limbs will not be paid for separately but shall be included in the work. • All clearing and grubbing directed by the City Engineer will be paid for as lump sum under the clearing and 40 grubbing item. SP-5 0 FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD PROJECT SPECIAL PROVISIONS • REVISION OF SECTION 202 REMOVAL OF CONCRETE SIDEWALK Section 202 of the Standard Specifications is hereby revised for this project as follows: Subsection 202.01 shall include the following: This work includes the removal and disposal of existing concrete sidewalk or concrete bikeway as shown in the plans or at locations directed by the Engineer. Subsection 202.02 shall include the following: The existing sidewalk or concrete bikeway (assumed 4-6 inches thick) shall be removed in a manner that minimizes contaminiation of the removed sidewalk with underlying material. The removed sidewalk shall become property of the Contractor and shall be disposed of outside the project site legally. Subsection 202.11 shall include the following: The removal of the existing sidewalk will be measured by the square yard of sidewalk removed to the required depth, and accepted. Sawcutting will not be paid for separately and shall be included in the cost for removal of concrete sidewalk. Subsection 202.12 shall include the following: • Pay Item Pay Unit Removal of Concrete Sidewalk Square Yard Work shall include all material, equipment, labor, and disposal of materials, including hauling, to complete the work. 0 SP-6 FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD PROJECT SPECIAL PROVISIONS REVISION OF SECTION 202 . REMOVAL OF ASPHALT MAT Section 202 of the Standard Specifications is hereby revised for this project as follows: Subsection 202.01 shall include the following: This work includes removal and disposal of existing asphalt mat within the project limits as shown on the plans or at locations directed by the City Representative. Subsection 202.11 shall include the following: The removal of the existing asphalt mat will be measured by the square yard of mat removed to the required depth, and accepted. Payment will be made under: Pay Item Removal of Asphalt Mat Pay Unit Square Yard Work shall include all material, equipment, labor, and disposal of materials, including hauling, to complete the work. Planers, brooms and all other work necessary to complete the item will not be measured and paid for separately, but shall be included in the work. SP-7 FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD PROJECT SPECIAL PROVISIONS REVISION OF SECTION 202 REMOVAL OF 12" WATER LINE Section 202 of the Standard Specifications is hereby revised for this project as follows: Subsection 202.02 shall include the following: This work includes the removal and disposal of the 12" water main as shown on the plans or at locations directed by the Fort Collins Loveland Water District representative. Subsection 202.11 shall include the following: The removal of the existing 12" water line will be measured by the linear foot of pipe removed, and accepted. Excavation and backfilling will not be paid separately and shall be included in the cost for removal of 12" water line. Subsection 202.12 shall include the following: Pay Item Pay Unit Removal of 12" Water Line Linear Foot Work shall include all material, equipment, labor, and disposal of materials to complete the work. 0 SP-8 FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD PROJECT SPECIAL PROVISIONS REVISION OF SECTION 202 REMOVAL OF BARRICADE Section 202 of the Standard Specifications is hereby revised for this project as follows: Subsection 202.02 shall include the following: This work includes the removal of the existing sidewalk barricade as shown on the plans. The barricade shall be carefully removed and turned over to the City of Fort Collins Traffic Operations Department for purposes of reuse. Subsection 202.11 shall include the following: The removal of existing barricade will be measured by each barricade removed, and shall include the cost to haul item to specified location. Subsection 202.12 shall include the following: Pay Item Pay Unit Removal of Barricade Each Work shall include all material, equipment, labor, and disposal of materials, including hauling, to complete the work. 40 SP-9 0 FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD PROJECT SPECIAL PROVISIONS • REVISION OF SECTION 202 REMOVAL OF FENCE Section 202 of the Standard Specifications is hereby revised for this project as follows: Subsection 202.01 shall include the following: This work includes removal and disposal of existing fence within the project limits as shown on the plans or at locations directed by the Engineer. Subsection 202.02 shall include the following: The existing fence shall be removed in a manner that minimizes disturbance to the surrounding area. All removed fence materials shall become the property of the Contractor and shall be disposed of outside the project site legally. Subsection 202.11 shall include the following: The removal of existing fence will be measured by the linear foot of fence removed, and accepted. Subsection 202.12 shall include the following: Pay Item Removal of Fence Pay Unit Linear Foot • Work shall include all material; equipment, labor, and disposal of materials, including hauling, to complete the work. n U SP-10 FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD PROJECT SPECIAL PROVISIONS REVISION OF SECTION 202 . REMOVE AND REPLACE OR PROTECT EXISTING LANDSCAPE Section 202 of the Standard Specifications is hereby revised for this project as follows: Subsection 202.02 shall include the following: This work includes the removal and replacement of existing landscape features in the existing trail easement along Paragon Point near the intersection of Lemay Ave and Trilby Road. It also includes the protection of existing landscape features in Paragon Point at the Southridge Greens Blvd and Tribly Road intersection. Landscape items in these areas shall be replaced at the direction of the Project Engineer or Project Manager. Subsection 202.11 shall include the following: The removal and replacement of existing landscape features will be measured and paid for as a lump sum item. Subsection 202.12 shall include the following: Pay Item Pay Unit Remove and Replace or Protect Existing Landscape Lump Sum Work shall include all material, equipment, labor, and disposal of materials, including hauling, to complete the work. SP-11 0 FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD PROJECT SPECIAL PROVISIONS . REVISION OF SECTION 207 TOPSOIL Section 207 of the standard specifications is hereby revised for this project as follows: Subsection 207.02 shall include the following: The source of topsoil for this project is the strippings from the project limits, but the Contractor shall ensure that the source location and the area, which is to be used to store topsoil, shall be free of noxious weeds. Failure will result in the rejection of this topsoil. Any imported topsoil is subject to approval by the Engineer before use. At least 30 days before hauling soil to the site, the Contractor shall supply a sample of the topsoil to Colorado State University Soil Testing Laboratory for analysis. The Contractor shall contact the Engineer to inspect and approve this area and the area where the topsoil shall be stored. A Certificate of Compliance from the University shall be provided to the Engineer to verify the organic matter content, pH, sodium absorption ratio, electrical conductivity and nutrient requirements. Contractor supplied topsoil shall meet the following criteria: Property Min. Value Max Value PH 6.5 7.8 Sodium Absorption Ratio - 10.0 Salts (electrical conductivity) - 4.0 mmhos/cm Organic matter 3% 10% Topsoil shall contain the following minimum ammonium DTPA (chelate) extractable nutrients the extracting ' solution used by CSU Soil Testing Laboratory: Nitrogen 5 ppm Air dried Basis Phosphorous 5 ppm Potassium 30 ppm Iron (Fe) 5 ppm Subsection 207.05 shall include the following Payment will be made under Pay Item Pay Unit Topsoil (remove, stockpile, redistribute) Cubic Yard This item includes stripping topsoil as directed by the City representative and properly stockpiling and replacing topsoil in disturbed areas. Tilling and disking operations will not be paid for separately, but shall be included in the work. 0 SP-12 FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD PROJECT SPECIAL PROVISIONS REVISION OF SECTION 208 . EROSION CONTROL Section 208 of the Standard Specifications is hereby revised for this project as follows: Section 208.01 of the Standard Specifications is hereby revised for this project to include the following: Any loss of time or materials related to erosion shall be the sole responsibility of the Contractor. Any damage to surrounding properties or facilities (either on site or off site) related to erosion caused by construction of this project, will be the sole responsibility of the Contractor. Subsection 208.05 shall include the following: Silt fence shall be installed in accordance with City of Fort Collins stormwater detail D-28 and maintained for the duration of the project. Wattles shall be installed in accordance with detail in the plan set. Storm drain inlet protection shall be installed in accordance with the details in the plan set labeled IP-1. It shall be the responsibility of the contractor to ensure that all roadways near the project are kept clean of construction debris. Section 208.07 shall be deleted and replaced with the following All erosion control measures identified in thcContract and as directed by the Project Manager will not be . measured and paid for separately but will be the plan quantities. The unit cost price bid will be full compensation for all work required to complete the item. The Erosion Control Supervisor will be measured by the hour. Excavation required for removal of accumulated sediment from traps, basins, areas adjacent to silt fences and erosion bales, and other clean out excavation of accumulated sediment, and the disposal of such sediment, will be considered incidental to the work. Street sweeping will not be measured but shall be incidental to the work. Subsection 208.08 shall include the following: Pay Item Pay Unit Silt Fence Linear Foot Concrete Washout Structure Each Storm Drain Inlet Protection (Type 1) Each Erosion Log (Wattle) 18-inch Each Construction Fence Linear Foot Stabilized Construction Entrance Each Erosion Control Supervisor Hour Street sweeping will not be measured and paid for separately, but shall be included in the work. The travel time for the Erosion Control Supervisor shall be considered incidental to the work. SP-13 0 FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD PROJECT SPECIAL PROVISIONS • REVISION OF SECTION 209 WATERING AND DUST PALLIATIVES Section 209 of the Standard Specifications is hereby revised for this project as follows: Subsection 209.07, replace this subsection in its entirety with "Dust Palliatives (water) will not be paid for separately but shall be included in the work." In subsection 209.08, delete the second paragraph. 0 SP-14 • 20.0 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. 21.0 RETAINAGE. Provisions concerning retainage are set forth in the Agreement. 22.0 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. 23.0 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. • 24.0 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 • FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD PROJECT SPECIAL PROVISIONS REVISION OF SECTION 210 • RESET RIRAP Section 210 of the Standard Specifications is hereby revised for this project as follows: Subsection 210.01 shall include the following: This work includes the removal and reseting of existing riprap around the proposed 18 inch pipe outfall on the north side of Trilby Road. Subsection 210.12 shall include the following: Excavation will not be paid separately and shall be included in the cost for removal and reset of the riprap. Excess riprap shall become the property of the Contractor and removed and disposed of properly. Subsection 210.13 shall include the following: Payment will be made under: Pay Item Pay Unit Reset Riprap Lump Sum Work to reset riprap shall include all material, equipment, labor, and disposal of materials to complete the work. SP-15 0 11 i 0 FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD PROJECT SPECIAL PROVISIONS REVISION OF SECTION 216 SOIL RETENTION BLANKET (STRAW/COCONUT) Section 216 of the Standard Specifications is herby revised for this project as follows: Delete the first paragraph of 216.02(a) 4 and replace with the following: Soil Retention Blanket (straw/coconut) shall be 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% biodegradable natural organic fiver netting. In subsection 216.02(a) 4, delete the second paragraph and replace with the following: Material requirements: Straw content: 70% 0.35 pounds per square yard Coconut fiber content: 30% 0.15 pounds per square yard Netting: top and bottom 100% biodegradable organic jute fiber Thread: Biodegradable Roll width: 6.5 to 8.0 feet Roll length: 108.0 to 112.5 feet (+/- 5%) Roll weight: 50.0 to 52.22 pounds (+/- 5%) FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD PROJECT SPECIAL PROVISIONS E REVISION OF SECTION 601 PRECAST CONCRETE UNDERPASS SYSTEM Section 601 of the Standard Specifications is hereby revised for this project as follows: Subsection 601.01 shall include the following: This work includes furnishing and installing precast concrete elements of the designated types and dimensions for the construction of the underpass and wingwalls. Precast concrete elements shall be placed vertically and horizontally as shown on the plans. Vertical tolerances and alignment shall be ±0.5 inch in 10 feet and 0.5 inch maximum across joints. Design and fabrication of precast units shall be in accordance with ASTM C 1504, in addition to the requirements on the construction plans and other portions of these specifications. Subsection 601.09 shall include the following: Forms shall not be removed from precast concrete units until the concrete is strong enough to withstand damage when the forms are removed. Units shall not be transported until the concrete has reached a compressive strength of 2400 psi. Subsection 601.19 shall include the following: The Precast Concrete Underpass System will be measured as one lump sum for the full number of precast units as i depicted on the plans, delivered to the site. The Precast Concrete Erection will be measured as one lump sum for the complete erection and installation of the precast units. The Precast Concrete Erection bid item shall include connections between precast units, grouting, and waterproofing of joints. Subsection 601.20 shall include the following Payment will be made under: Pay Item Pay Unit Precast Concrete Underpass System Lump Sum Precast Concrete Erection Lump Sum Structure excavation, structure backfill and filter material will be measured and paid for in accordance with Section 206. SP-17 0 FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD PROJECT SPECIAL PROVISIONS • REVISION OF SECTION 604 PRECAST CONCRETE AREA INLET Section 604 of the Standard Specifications is herby revised for this project as follows: Section 604.01 shall include the following: The area inlet shall conform to the requirements and constrictions outlined in section 604. The structural components of the inlet shall conform to the detail shown on the plans. Shop drawings shall be submitted and approved prior to construction. Subsection 604.06 shall include the following: Area inlet shall be measured by the complete unit including grating, frame, bedding, excavation, backfill, placing and joining inlet to storm sewer, vertical concrete curb adjacent to inlet and any other item (work, equipment and material) necessary for a complete installation of the area inlet. Section 604.07 shall include the following: Pay Item Pay Unit Precast Concrete Area Inlet Each Payment for the inlet special includes the work, material and equipment necessary to construct the inlet as shown on the plans and connecting it to the proposed storm sewer. - • SP-18 FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD PROJECT SPECIAL PROVISIONS REVISION OF SECTION 604 MANHOLES AND INLETS Section 604 of the Standard Specifications is hereby revised for this project as follows: Subsection 604.01 shall include the following: This work shall be done in accordance with the plans, specifications, and the City of Fort Collins Storm Drainage Design Criteria and Construction Standards. It shall be the Contractor's responsibility to purchase and familiarize themselves with the specifications and include in the work all the necessary items to complete the work in accordance to these standards. E 40 SP-19 0 0 • FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD PROJECT SPECIAL PROVISIONS REVISION OF SECTION 607 WOODEN RAIL FENCE Section 607of the Standard Specifications is hereby revised for this project as follows: Subsection 607.01 shall include the following: This work consists of the construction of the wooden rail fence as shown on the plans and as directed by the Project Engineer. Subsection 607.03 shall include the following: The fence shall be constructed in conformance with the Wooden Rail Fence detail as shown on the plans. Subsection 607.05 shall include the following: Pay Item Wooden Rail Fence Pay Unit Linear Foot Payment for wooden rail fence includes the work, material and equipment necessary to erect the fence as shown on the plans. SP-20 FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD PROJECT SPECIAL PROVISIONS REVISION OF SECTION 608 , SIDEWALKS AND BIKEWAYS Section 608 of the Standard Specifications is hereby revised for this project as follows: Subsection 608.01 shall include the following: This work consists of constructing an 8' colored concrete trail and a 10' colored concrete trail in accordance with these specifications at locations shown on the plans within the project limits. Subsection 608.03 shall be modified to include the following: Color Agent: Yosemite Brown, Davis Colors of Los Angeles, California Fibrous Reinforcement: Add fibrous concrete reinforcement to concrete materials at the time concrete is batched in amounts in accordance with approved submittals for each type of concrete required. Mix batched concrete in accordance with manufacture's recommendations for uniform and complete dispersion. Broom Finish: Concrete flatwork shall receive a heavy broom finish applied at a right angle to the direction of travel. All other flatwork shall have broom finish overjoints. Colored Concrete: concrete for colored pavement shall be CDOT class D concrete with the following additional characteristics: Unit Measurement Fiberous Reinforcement 3/a lb / CY Coloring Agent 2 lbs. per sack of Yosemite Brown color' . (per manufacture's recommendations) Maximum Slump 4 inches Subsection 608.05 shall include the following: The fibrous reinforcement, color agent, or any other add mixtures to the concrete trail will not be measured but shall be included in the cost of the work. Subsection 608.06 shall include the following: Pay Item Pay Unit 8' Concrete Bikeway (5 inch) Square Yard 10' Concrete Bikeway (5 Inch) Square Yard The price of all pay items shall be full compensation of all excavation, concrete, forms, reinforcement, tooling, finishing, and backfill. SP-21 0 I� 174 11 FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD PROJECT SPECIAL PROVISIONS REVISION OF SECTION 608 CONCRETE CURB RAMP Section 608 of the Standard Specifications is hereby revised for this project as follows: Subsection 608.01 shall include the following: This work includes the installation of detectable warnings on concrete curb ramps at the locations shown on the plans and in accordance with the plans. Subsection 608.02 shall include the following: Detectable warnings on curb ramps shall be truncated domes of the dimensions shown on the plans. Domes shall be prefabricated by the manufacturer as a pattern on concrete or masonry pavers. Pavers shall meet all Americans with Disabilities Act (ADA) requirements for truncated domes, and when installed, shall be capable of producing the pattern of domes as shown on the plans. Pavers shall meet the requirements of ASTM C 902 or ASTM C 936. Alternate materials may be used, if pre -approved by the Engineer. The Contractor shall submit a sample of the product, the name of the selected supplier, and documentation that the product meets all contrast requirements and will be fully compatible with the curb ramp surface to the Engineer for approval prior to start of work. Known vendors of alternate products include but are not limited to the following: The domes and the underlying surface shall have a minimum of 70% contrast with the light reflectivity of the adjoining surface. The contrast shall be verified using the following equation: Contrast = Bi — Bz x 100 Bi Where B, = Light Reflectance Value (LRV) of the lighter area B2 = LRV of the darker area Absolute black and white will not be permitted. The contrast shall be achieved by adding pigment during the fabrication of the paver. Prior to start of work, the Contractor shall submit appropriate documentation from the manufacturer verifying that the contrast has been met, along with a sample paver, to the Engineer for approval. SP-22 FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD PROJECT SPECIAL PROVISIONS REVISION OF SECTION 608 CONCRETE CURB RAMP Bedding and joint sand shall be free of deleterious or foreign matter. The sand shall be natural or manufactured from crushed rock. Limestone screenings or stone dust shall not be used. Sand for bedding material shall conform to ASTM C 33. Sand that is to be placed between joints shall conform to ASTM C 144. Subsection 608.03 shall include the following: (g) Detectable Warnings. Pre -fabricated pavers for detectable warnings shall be brought to the site in steel banded, plastic banded or plastic wrapped cubes capable of being transported by a fork lift or clamp lift. Pavers shall be carefully removed and stacked in a manner which results in the least amount of damage. All pavers that are damaged during transport or delivery will be rejected and shall be replaced at the Contractor's expense. Minor cracks or chipping due to transport and handling that do not interfere with the structural integrity of the paver or the overall pattern of truncated domes will not be deemed as grounds for rejection. The Contractor shall spread the bedding sand evenly in the area defined and shall screed the sand to an appropriate embedment depth as shown on the plans or as directed by the Engineer. Sufficient sand should be placed to stay ahead of laid pavers Pavers shall be placed in a running bond pattern. Domes shall be aligned to create a square grid in the predominant direction of travel as shown in the plans. Pavers shall be installed such that the base of the truncated dome is at the same elevation as the adjoining surface, allowing for a smooth transition between the curb ramp and the detectable warning. When cut pavers are required to fill gaps between the pavers and the edge of concrete, the Contractor shall bevel portions of the truncated domes at a 45-degree angle to create a smooth transition between the partial dome and the curb ramp surface. Unless otherwise directed by the Engineer, pavers shall be cut and installed in such a manner that the domes on the cut sections will not significantly impact the overall pattern of the truncated domes. The Contractor shall use a plate vibrator to embed the pavers into the sand. The size and type of plate vibrator shall be in accordance with manufacturer's recommendations, or as directed by the Engineer. All pavers that are damaged during embedment shall be replaced at the Contractor's expense. Joint spacing between paver units shall be in accordance with the manufacturer's recommendations, or as approved by the Engineer. Joints shall be filled completely with joint sand. Excess sand shall be removed by sweeping. (h) Alternate products. Alternate materials shall be installed in accordance with manufacturer's recommendations. The concrete surface to which alternate materials are to be applied shall be prepared in accordance with manufacturer's recommendations. Material requirements, color and application shall be in accordance with manufacturer's recommendations and as approved by the Engineer. Subsection 608.05 shall include the following: SP-23 49 FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD PROJECT SPECIAL PROVISIONS REVISION OF SECTION 608 CONCRETE CURB RAMP Detectable warnings on curb ramps, including sand, pavers, alternate materials, and all other work and materials necessary for fabrication, transport, and installation will not be measured and paid for separately, but shall be included in the work. • • SP-24 SECTION 00300 BID FORM • • FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD PROJECT SPECIAL PROVISIONS REVISION OF SECTION 609 T CONCRETE PAN AND HOLLYWOOD CURB AND GUTTER Section 609 of the Standard Specifications is hereby revised for this project as follows: Subsection 609.02 shall be deleted in its entirety and replaced with the following: 609.02 Materials shall meet the requirements specified in the following subsections: Joint Fillers 705.01 Bed Course Material 703.07 All concrete used for 2' Concrete Pan and Hollywood Curb and Gutter shall be Class B and meet the requirements in Section 601. All concrete mix designs utilized shall be submitted to the City representative and approved a minimum of one week prior to the beginning of construction. Concrete mixes will be subject to inspection and tests as required to assure compliance with quality requirements. Subsection 609.06 shall include the following: Pay Item Pay Unit 2' Concrete Pan Linear Foot Hollywood Curb and Gutter Linear Foot • The price of all pay items shall be full compensation for all excavation, concrete, forms, joint materials, reinforcement, doweling into concrete pavement, tooling and finishing. SP-25 0 FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD PROJECT SPECIAL PROVISIONS REVISION OF SECTION 619 WATER LINES Section 619 of the Standard Specifications is hereby revised for this project as follows: Subsection 619.03 shall include the following: This work shall be done in accordance with the plans, specifications, and the Fort Collins Loveland Water District Standards and Specifications. It shall be the Contractor's responsibility to purchase and familiarize themselves with the specifications and include in the work all the necessary items to complete the work in accordance to these standards. • 0 SP-26 FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD PROJECT SPECIAL PROVISIONS REVISION OF SECTION 628 • BRIDGE GIRDER AND DECK UNIT Section 628 is hereby added to the Standard Specifications for this project as follows: DESCRIPTION 628.01 This work consists of the design, fabrication, and erection of a simple span, welded self weathering steel, muss pedestrian bridge with a timber deck in accordance with the specifications and plan details. Potential bridge suppliers are: Continental Bridge 8301 State Highway 29 N Alexandria, Minnesota 56309 1-800-328-2047, FAX 320-852-7067 2. Steadfast Bridges 4021 Gault Ave. South Fort Payne, Alabama 35967 1-800-749-7515,FAX 256-845-9750 3. Excel Bridge Manufacturing Company • 12001 Shoemaker Avenue Santa Fe Springs, California 90670 562-944-0701,FAX 562-944-4025 4. Big R Manufacturing LLC P.O. Box 1290 Greeley, Colorado 80632-1290 1-800-234-0734, FAX 1-970-356-9621 5. Wheeler Lumber, LLC 9330 James Avenue South Bloomington, Minnesota 55431-2317 1-800-328-3986, FAX 952-929-2909 MATERIALS 628.02 Structural Steel. All structural steel shall be new (unused) material. The Contractor shall provide the Engineer with copies of all certified mill test reports for all structural steel and bolts. Floor beams, stringers, and members of each Half -through truss (upper and lower chords, diagonals, end posts and vertical posts) utilized in the bridges shall meet a longitudinal Charpy V-notch (CVN) value of 25 ft. lbs. at 40 degrees Fahrenheit. Testing shall be in accordance with SP-27 Is FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD PROJECT SPECIAL PROVISIONS • REVISION OF SECTION 628 BRIDGE GIRDER AND DECK UNIT AASHTO T 243 (ASTM A 673). The H frequency of heat testing shall be used. The Contractor shall provide the Engineer with certified copies of all CVN test reports. All square and rectangular structural steel tubing shall conform to the requirements of ASTM A 847, Cold -Formed Welded and Seamless High Strength, Low Alloy Structural Tubing With Improved Atmospheric Corrosion Resistance. All structural steel shapes and plates shall conform to the requirements of ASTM A 588, High - Strength Low -Alloy Structural Steel. All anchor bolts and nuts shall conform to the requirements of ASTM A 307, Grade A, Carbon Steel Bolts and Studs, and shall be galvanized in accordance with the requirements of ASTM A 153. Each anchor bolt shall be provided with two nuts for jamming. All structural steel field connections shall be bolted with high strength bolts. High strength bolts, including suitable nuts and plain hardened washers, shall conform to the requirements of ASTM A 325. Bolts shall be Type 3. 628.03 Timber - Hardwood Decking • • All decking shall be full thickness planks unless approved otherwise. Wood decking shall be naturally durable hardwood Ipe (Tabebuia Spp Lapacho Group). All planks shall be partially air dried to a moisture content of 15% to 20%, and shall be supplied S4S (surfaced four sides), E4E (eased four edges), with the edges eased to a radius of 1/8". Measured at 30% moisture content, the width and thickness shall not vary from specified dimensions by more than ± 0.04 inches. All planks shall be supplied with the end sealed with "Anchorseaf' Mobil CER-M or an equal aquious wax log sealer. All planks shall be graded as FEQ-CAH (First Export Quality -Clear All Heart) grading rules, defined as follows: Lumber shall be graded both faces and both edges. Lumber shall be straight grained, maximum slope of grain to be 1:10. Lumber shall be parallel cut without heart centers or sapwood. Lumber shall be in sound condition, free from wormholes or knots. . SP-28 FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD PROJECT SPECIAL PROVISIONS REVISION OF SECTION 628 BRIDGE GIRDER AND DECK UNIT Allowable Imperfections are: All faces: Natural drying checks, Discoloration caused by weathering or chemical reaction, Bow or Spring which can be removed using normal installation methods and tools. Imperfections Not Allowed: Longitudinal heart cracks, Internal cracks, Firm or Soft sap wood, Splits, End splits, Ring shades, Fungi affects (blue to gray, brown to red, white to yellow, or incipient decay), Deformation (twisting or cupping) which cannot be removed using normal installation methods and tools. All planks shall meet or exceed the following mechanical properties (based on the 2" standard) as defined by the U.S. Forest Products Laboratory publications and testing data: MC% Modulus of Rupture Modulus of Elasticity Max. Crush Strength 12% 22,360 psi 3,140,000 psi 13,010 psi Janka side hardness is 3680 lbs. at 12% moisture content Average air-dry density is 66 to 75 pcf. Basic specific gravity is 0.85 - 0.97. All planks shall be naturally fire resistant without the use of any fire resistant preservatives to meet NFPA Class A and UBC Class I. Planks shall be supplied that meet or exceed the Static Coefficient of Friction for both neolite and leather shoes in accordance with ASTM Test Method C 1028-89. SHOE MATERIAL Neolite Leather FORCE IN POUNDS DRY WET 0.73 0.69 0.55 0.79 For transverse wood decking, wheel loads shall be assumed to act on one plank only. The wheel loads shall be distributed on the plank along a length equal to the tire print width. The plank shall be designed for shear and bending in accordance with the support conditions and spacing. For design, the following unfactored allowable stresses shall be used: Allowable Bending = 3700 psi Allowable Shear = 320 psi SP-29 Cl 0- 0 0 • • FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD PROJECT SPECIAL PROVISIONS SP-30 FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD PROJECT SPECIAL PROVISIONS REVISION OF SECTION 628 • BRIDGE GIRDER AND DECK UNIT Modulus of Elasticity = 3,000,000 psi At time of installation, planks are to be placed tight together with no gaps. Every plank must be attached with at least one fastener at each end. All fasteners to be zinc plated. Self -tapping screws or hex -head bolts, with a steel plank holddown, are to be used at the ends of planks. Self -tapping screws or carriage bolts are to be used as interior connection fasteners when required. Power actuated fasteners will not be allowed. Planks are to be drilled prior to installation of bolts and/or screws. In addition to at least one fastener at each end of every plank (typical for all installations), planks for bridges with widths of 72" to 143" shall be attached with a minimum of two fasteners at a location approximately near the center of the bridge width. Bridges wider than 143" are to have two fasteners located at a minimum of two interior stringer locations, approximately at the third points of the bridge width. Attachments at the ends of the planks may be modified as required when obstructions, such as interior safety system elements, prevent installation of the specified holddown system. •. CONSTRUCTION REQUIREMENTS .628.04 Design. The AASHTO Guide Specifications for Design of Pedestrian Bridges, and Division I (design) of the AASHTO Standard Specifications for Bridges shall govern the design. The superstructure of the pedestrian bridge shall consist of two parallel Half -through trusses, or Pony trusses, with at least one diagonal per panel. The trusses shall be the main load -carrying members of the bridge. The finish grade of the bridge girder and deck unit shall match the trail profile grade. The members of each Half -through truss, or Pony truss, (upper and lower chords, diagonals, end posts, and vertical posts) shall be fabricated from square and rectangular structural steel tubing. Floor beams and stringers shall be fabricated from structural steel shapes or square and rectangular structural steel tubing. The structure shall conform to the clear span, clear width, and railing requirements shown on the plans. SP-31 • FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD PROJECT SPECIAL PROVISIONS • REVISION OF SECTION 628 BRIDGE GIRDER AND DECK UNIT Each pedestrian bridge shall be designed for the following loads and loading conditions: Dead load shall be as defined in Section 3.3 of the AASHTO Standard Specifications.. 2. Live load shall be as defined in the AASHTO Guide Specifications. Distribution to the stringer and floor beams shall be in accordance with Section 3 of the AASHTO Standard Specifications.. Deflection and vibration limits as per the AASHTO Guide Specifications shall apply. Pedestrian live load shall be as defined by the AASHTO Guide Specifications, and used in load group I of the AASHTO Standard Specifications, Section 3. Vehicle live load shall be for a 10,000 pound light vehicle loading (H-5 truck), as defined by the AASHTO Guide Specifications, and used in load group IB of the AASHTO Standard Specifications, Section 3. Distribution of wheel loads on timber flooring shall be in accordance with Section 3 of the AASHTO Standard Specifications. • 3. Wind load shall be as defined by the AASHTO Guide Specifications, and used in load group V of the Standard Specifications, Section 3. Allowable loads in the structural steel members and weld metal shall be in accordance with Section 10 of the AASHTO Standard Specifications. Minimum thickness of structural steel shall be 3/16 of an inch. '/2 inch diameter weep holes shall be drilled (flame cut holes will not be allowed) at all low points of all steel tubing members as oriented in the in -place, completed structure. In members that are level, or flat, a total of two weep holes shall be drilled, one at each end. Weep holes and their locations shall be shown on the Shop Drawings. Allowable stresses for timber decking shall be in accordance with Section 13 of the AASHTO Standard Specifications. All welded tubular connections shall be designed in accordance with Section 2, Parts A and D (Delete Subsection 2.36.6), of the Structural Welding Code -Steel ANSI/AWS/DL I (Latest Edition). The Contractor shall submit seven sets of Design Calculations and Shop Fabrication Details (Shop Drawings) to the Engineer for each pedestrian bridge separately. This submittal shall be 0 SP-32 FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD PROJECT SPECIAL PROVISIONS REVISION OF SECTION 628 • BRIDGE GIRDER AND DECK UNIT in accordance with Subsection 105.02. The Design Calculations and Shop Drawings shall contain the endorsement seal of the Professional Engineer registered in the State of Colorado responsible for the design. 628.05 Shop Fabrication. Welding and fabrication of weathering steel pedestrian bridges shall conform to the requirements of the Structural Welding Code -Steel ANSI/AWS D1.1 (Latest Edition) as amended by the following: 1. As required in Subsection 4.7.3, a welding procedure shall be established by qualification in accordance with the requirements of Subsection 3.3 for the ASTM A 847 material used on the bridge. The results of the Procedure Qualification shall be recorded on Form E-1 in Annex E of AWS D 1.1. 2. The Contractor shall submit a Quality Control Plan. The Plan shall include personnel qualifications, certifications, and a Written Practice in accordance with ASNT SNT- TC- I A. 3. The quality of all welds shall be in accordance with Section 6, Table 6.1. In Table 6.1, Undercut 7(B), the criteria for primary members shall apply to the bottom chord members. 4. All Complete Joint Penetration Groove Welds in butt joints in the bottom chord members shall be 100% Magnetic Particle tested in accordance with ASTM E • 709. Acceptance shall be determined in accordance with Section 6.10 and Table 6.1, using Alternating Current. In addition, complete joint penetration groove butt welds welded from one side without backing of bottom chord members shall be examined by ultrasonic testing in accordance with Section 6.11.1. 5. Magnetic Particle Testing shall be performed on 100% of.all attachment welds to the bottom chord, using Alternating Current, in accordance with Section 6.10 and Table 6.1. 6. All Procedure Qualification Records and Welder Qualification Test Records shall be current within three years of the date of beginning fabrication. 7. A copy of all Procedure Qualification Records, Welder Qualification Test Records, Quality Control Plan and all visual and nondestructive test reports shall be provided to: a. The Engineer. All weathering steel shall be blast cleaned, Steel Structures Painting Council Surface Preparation No. 6 (SSPC-SP6, Commercial Blast Cleaning), to remove mill scale and foreign material which would prohibit rusting to a uniform color. 628.06 Field Construction. The substructure shall be constructed in accordance with the details shown in the plans and the pedestrian bridge shop drawings. Before construction begins on the substructure, the Contractor shall determine the anchor bolt requirements and substructure SP-33 0 FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD PROJECT SPECIAL PROVISIONS 10 REVISION OF SECTION 628 BRIDGE GIRDER AND DECK UNIT dimensions needed to properly erect the structure which will be provided. The Engineer shall be provided with two copies of detail sheets delineating these requirements before work begins. METHOD OF MEASUREMENT 628.07 Pedestrian bridge will be measured by the complete Bridge Girder and Deck Unit installed and accepted. BASIS OF PAYMENT 628.08 The accepted quantity shall be paid for at the contract unit price for the pay unit listed below. Payment will be made under: PAY ITEM PAY UNIT Bridge Girder and Deck Unit (40 foot) EACH Bridge Girder and Deck Unit (100 foot) EACH Payment shall be full compensation for all work necessary to complete the item, which shall include design, fabrication, transportation to the bridge site, and erection. The substructure shall be measured and paid for separately, anchor bolts shall be included in Item 628. Payment will not be made for this item until all required reports, certifications, and forms have been submitted to the Engineer. 9 SP-34 11 SECTION 00300 BID FORM PROJECT: 7664 Fossil Creek Trail Underpass at Trilby Road Place: j—WeL#"J(�" Date: u\k-4 23 , Z- 14 In compliance with your Invitation to Bid dated .AAsLE 2 [ 20[�{ and subject to all conditions thereof, the undersigned a�Corporatior imited 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. o companying this B4i cerSijied or �shiet's check or standard Bid bond in the sum • n a l i al) ($ ) 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: MUTtiA+ CASw" Ca Po 9ox "11Z. D3 503ob 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. Th undersigned Bidder hereby acknowledges receipt of Addenda No. __— through 0 FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD PROJECT SPECIAL PROVISIONS UTILITIES The followine Utilities are known to be within the Droiect limits: Utility/Agency Contact Person Xcel Energy (gas) Stephanie Rich Fort Collins Loveland Water District Terry Farrill South Fort Collins Sanitation District Terry Farr ilI COFC Stormwater Glen Schlueter COFC Light and Power Mike Hergenreder COFC Fiber Optic Clint Reetz Comcast Communications Don Kapperman Century Link Bob Rulli Paragon Point HOA Irrigation Scott Gablehouse Phone Number (970)225-7828 (970)226-3104 (970)226-3104 (970)224-6065 (970) 219-8367 (970)221-6326 (970)567-0245 (970)988-2120 (970)539-0890 The work described in these plans and specifications will require full coordination between the Contractor and the Utility Companies, in accordance with Subsection 105.06 and while performing their respective operations, so the utility work can be completed with minimum delays to all parties concerned. In accordance with the plans and specifications, and as directed by the Engineer, the Contractor shall keep the utility company(s) advised of any work being done to their facility, so that the utility company(s) can coordinate their inspections for final acceptance of the work with the Engineer. The Contractor shall be responsible for protecting, supporting, and if necessary, shoring existing utilities while constructing the trail, pedestrian bridge, and associated work. The Contractor shall submit to the City and the individual utility companies' plans of how the utility lines will be supported and protected during construction. NOTE: The Contractor shall be required to provide written notice to each utility company, with a copy to the City, immediately prior to any utility work expected to be coordinated with construction. The following utility work shall be performed by the Contractor: Storm sewer system modifications, water main relocation SP-35 i 0 r1 U FOSSIL CREEK TRAIL UNDERPASS AT TRILBY ROAD SPECIFICATIONS LJ APPENDIX A • • I N C 0 1 P O D A T i D GEOTECHNICAL INVESTIGATION FOSSIL CREEK TRAIL UNDERPASS AND PEDESTRIAN BRIDGES .. LEMAY AVENUE AND TRILBY ROAD FORT COLLINS, COLORADO CITY OF FORT COLLINS Park Planning and Development 215 North Mason Street P.O. Box 580 Fort Collins, Colorado 80522 Attention: Mr. Craig M. Kisling Project No. FC06080-125 February 5, 2013 • 351 Linden Street I Suite 140 i Fort Collins, Colorado 80524 Telephone: 970-206-9455 Fax: 970-206-9441 IF TABLE OF CONTENTS SCOPE 1 SUMMARY OF CONCLUSIONS 1 SITE CONDITIONS 2 PROPOSED CONSTRUCTION 2 INVESTIGATION 2 SUBSURFACE CONDITIONS 3 Groundwater 3 SITE DEVELOPMENT 3 Fill Placement 3 Excavations 4 Bracing 4 FOUNDATIONS 5 Footings 5 • Mat Foundation Helical Piles g 7 RETAINING WALLS g Drains 8- LATERAL EARTH PRESSURES g PAVEMENTS 10 Subgrade and Pavement Materials and Construction 11 Pavement Maintenance 11 WATER-SOLUBLE SULFATES 12 SURFACE DRAINAGE 12 LIMITATIONS 13 FIGURE 1 — LOCATIONS OF EXPLORATORY BORINGS FIGURE 2— SUMMARY LOGS OF EXPLORATORY BORINGS • CITY OF FORT COLLINS FOSSIL CREEK TRAIL UNDERPASS AND PEDESTRIAN BRIDGES CTLI T PROJECT NO. FC06080-125 TO APPENDIX A — RESULTS OF LABORATORY TESTING Table A-1— Summary of Laboratory Testing APPENDIX B — SAMPLE SITE GRADING SPECIFICATIONS APPENDIX C — PAVEMENT DESIGN CALCULATION APPENDIX D — PAVEMENT CONSTRUCTION RECOMMENDATIONS APPENDIX E — PAVEMENT MAINTENANCE PROGRAM u n U CITY OF FORT COLLINS FOSSIL CREEK TRAIL UNDERPASS AND PEDESTRIAN BRIDGES CTLI T PROJECT NO. FC06050-125 0 Fu■ SCOPE This report presents the results of our Geotechnical Investigation for the proposed underpass and pedestrian bridges for the Fossil Creek Trail near Lemay Avenue and Trilby Road in Fort Collins, Colorado. The purpose of the investigation was to evaluate the subsurface conditions and provide foundation recommendations and geotechnical design criteria for the project. The scope was described in our Service Agreement (FC- 12-0379, dated December 18, 2012). The report was prepared from data developed during field exploration, laboratory testing, engineering analysis and experience with similar conditions. The report includes a description of subsurface conditions found in our exploratory borings and discussions of site development as influenced by geotechnical considerations. Our opinions and recommendations regarding design criteria and construction details for site development, foundations, lateral earth loads, pavements, and drainage are provided. If the proposed construction changes, we should be requested to review our recommendations. Our conclusions are summarized in the following paragraphs. SUMMARY OF CONCLUSIONS 1. Soils encountered in our borings generally consisted of 8 to 20 feet of sandy clay over clayey sand and sandy gravel. The upper 7 feet of sandy clay was considered fill in one boring. Sandstone and claystone bedrock was encountered in three of the five borings at depths of 8 to 29 feet. 2. Groundwater was measured at depths of approximately 71/2 to 181/2 feet. Existing groundwater levels may affect the construction of the underpass. We recommend designing the structure with a minimum separation from groundwater of 3 feet below foundation elements. 3. The underpasses may be constructed as a pre -cast or cast -in -place box acting as a "raft' or "mat" type foundation or constructed as an open bottom, or three -sided box. The open bottom box can be founded on spread footings bearing on the native soils or well compacted fill. Foundation discussion and criteria for footing and mat foundations are provided in this report. 4. We understand the pedestrian bridges will be constructed on helical piers. Foundation discussion and criteria for helical piers are provided in this report. CITY OF FORT COLLINS FOSSIL CREEK TRAIL UNDERPASS AND PEDESTRIAN BRIDGES CTLI T PROJECT NO. FC06080-125 5. Retaining walls that are integral with the underpass or bridge structures should be founded on a similar foundation type as the structure. SITE CONDITIONS The site is located east of the intersection of Lemay Avenue and Trilby Road in Fort Collins, Colorado (Figure 1). The site is relatively flat with an increasing slope to the east. The site is located in an open space with residential housing to the east and south. Fossil Creek passes below Trilby in the area of the proposed construction. Fossil Creek was 2 to 3 feet at the time of our investigation. PROPOSED CONSTRUCTION Two bridges are planned at this site. Pedestrian Bridge 1 is proposed to span 100 feet across Fossil Creek on the north side of Trilby. Pedestrian Bridge 2 will be constructed to span approximately 40 feet across a proposed swale on the south side of Trilby Road. The bridges will be constructed on a helical pile foundation. West of Fossil Creek, an underpass will cross below Trilby Road. We anticipate the underpass will be 10 to 15 feet below the existing roadway. The underpass will be constructed with an open trench across Trilby Road; the cut will need to be repaved after construction. INVESTIGATION Subsurface conditions were investigated by drilling five borings to depths of approximately 20 to 30 feet. The approximate locations of the borings are shown on Figure 1. Our field representative observed drilling, logged the soils and bedrock found in the borings, and obtained samples. Sampling was performed by driving a 2.5-inch O.D. modified California sampler with blows of a 140-pound hammer falling 30 inches. This method is similar to the standard penetration test, and is typical for local practice. Groundwater measurements were taken during drilling and one, or more, days after drilling. Summary logs of the borings, including results of field penetration resistance tests, are presented on Figure 2. • CRY OF FORT COLLINS 2 FOSSIL CREEK TRAIL UNDERPASS AND PEDESTRIAN BRIDGES CTLI T PROJECT NO. FC06080-125 0 IF Samples obtained during drilling were returned to our laboratory and visually examined by the geotechnical engineer for this project. Laboratory analyses included moisture content, dry density, swell -consolidation, particle -size analysis, Atterberg limits, and water-soluble sulfate tests. Results of laboratory tests are presented in Appendix A and summarized in Table A -I. SUBSURFACE CONDITIONS Soils encountered in our borings consisted of 8 to 20 feet of sandy clay over clayey sand and sandy gravel. The upper 7 feet of sandy clay was considered fill in one boring. Sandstone and claystone bedrock were encountered in three of the five borings at depths of 8 to 29 feet. Further descriptions of the subsurface conditions are presented on our boring logs (Figure 2) and in our laboratory test results (Appendix A). Groundwater Groundwater was measured at depths of approximately 7'/2 to 18'/2 feet. • Groundwater may develop on or near the bedrock surface or other low permeable soil or bedrock when a source of water not presently contributing becomes available. Groundwater levels are expected to fluctuate seasonally. Existing groundwater levels may affect the proposed construction of the underpass. We recommend designing the structure with a minimum separation from groundwater of 3 feet below foundation elements. SITE DEVELOPMENT Fill Placement The existing onsite soils are suitable for re -use as fill material provided debris or deleterious organic materials are removed. Areas to receive fill should be scarified, moisture -conditioned and compacted to at least 95 percent of standard Proctor maximum dry density (ASTM D698, AASHTO T99). Sand soils used as fill should be moistened to within 2 percent of optimum moisture content. Clay soils should be moistened between optimum and 3 percent above optimum moisture content. The fill should be moisture -conditioned, placed in thin, loose lifts (8 inches or less) and compacted as described above. We should observe placement and compaction of fill CITY OF FORT COLLINS 3 FOSSIL CREEK TRAIL UNDERPASS AND PEDESTRIAN BRIDGES CTLI T PROJECT NO. FC06080-125 during construction. Fill placement and compaction should not be conducted when the fill material is frozen. Site grading in areas of landscaping where no future improvements are planned can be placed at a dry density of at least 90 percent of standard Proctor maximum dry density (ASTM D 698, AASHTO T 99). Example site grading specifications are presented in Appendix B. Excavations The materials found in our borings can be excavated using conventional heavy- duty excavation equipment. Excavations should be sloped or shored to meet local, state and federal safety regulations. Based on our investigation and OSHA standards, we believe the clay soils classify as Type B soils and the sandstone classify as Type C soils. Type A soils require a maximum slope inclination of 3/a:1 in dry conditions. Type B soils require a maximum slope inclination of 1:1 (horizontal: vertical) in dry conditions. Excavation slopes specified by OSHA are - dependent upon types of soil and • groundwater conditions encountered. The contractor's "competent person" should identify the soils and/or rock encountered in the excavation and refer to OSHA standards to determine appropriate slopes. Stockpiles of soils, rock, equipment, or other items should not be placed within a horizontal distance equal to one-half the excavation depth, from the edge of excavation. Excavations deeper than 20 feet should be braced or a professional engineer should design the slopes. Bracing Bracing may be necessary for some of the excavations. Bracing systems could include driven sheet piling, soldier piles and lagging, and others. Lateral loading of bracing depends on the depth of excavation, slope of excavation above the bracing, soil stockpiles and other surface loads, hydrostatic pressures, and allowable movement. For bracing allowed to move enough to mobilize the strength of the soils with associated settlement and cracking of the ground surface, "active" earth pressure conditions are appropriate for design. If movement is not tolerable, "at rest" earth CITY OF FORT COLLINS 4 FOSSIL CREEK TRAIL UNDERPASS AND PEDESTRIAN BRIDGES CTLI T PROJECT NO. FC06080-125 pressures are appropriate. Equivalent fluid densities for lateral design are provided in the LATERAL EARTH PRESSURES section below. Hydrostatic pressure and surcharge loads should be accounted for, where applicable. The OSHA construction standard provides recommendations for timber bracing. We are also available to assist further with bracing design if desired. Bracing and/or slopes for excavations greater than 20 feet should be designed by a registered professional engineer. FOUNDATIONS One sample of the upper clay soils tested indicated higher swell potential (10.7 percent). Based on our understanding of the planned depth of the foundations for the underpass and the subsurface conditions encountered, the underpass will extend through the majority of the higher swelling soils and shallow foundations such as spread footings or mat foundations bearing on native soils or engineered fill are appropriate. The pedestrian bridges are planned to be constructed on helical pile foundations. If retaining walls including wing walls are integral with the structures, we recommend they be constructed on a similar foundation type. If they are not integral with the structure and free to rotate, they may be founded on a different foundation type. Design and construction recommendations for helical pile, footing, and mat foundations for the structures and retaining walls are provided below. If requested, we can provide additional design and construction recommendations for alternative deep foundation systems. Footings 1. Footings should be constructed on undisturbed natural soils or properly compacted fill (see Fill Placement). Where soil is loosened during excavation, it should be removed and replaced with on -site soils compacted following the criteria in the Fill Placement section of this report. CITY OF FORT COLLINS 5 FOSSIL CREEK TRAIL UNDERPASS AND PEDESTRIAN BRIDGES CTLI T PROJECT NO. FC06000-125 ADDENDUM 1- REVISED BID SCHEDULE 'BID: CONTRACT . REM NO.-- 1' ,_,, .�COMRALT DESCNPTIONt UNR� '.TRAIL "PLAN STRUCTURAL p'LpN • • TOTAL; UNIT COST 6 -' TOTAL COST-• 1 201 Clearing and Grubbing LS 1 0 1 $ 5,96935 $ 5,969.35 2 202 Removal of Trees EA 5 0 5 $ 66430 $ 3.320.50 3 202 Removal of Concrete Sidewalk SY 172 0 172 $ 11.41 $ 1,962.52 4 202 Removal of Asphalt Mat SY 282 0 282 $ 10.35 $ 2,91870 5 202 Remove 12"Water Line LF 132 0 132 $ 22.03 $ 2,907.96 6 202 Removal of Barricade EA 1 0 1 $ 298.07 $ 298.07 7 202 Removal of Fence LF 315 0 315 $ 4.60 $ 1,449.00 8 202 Remove& Replace or Protect Existing Landscaping LS 1 0 1 $ 4,09268 $ 4,092.68 9 203 Unclassified Excavation CY 2910 0 2910 $ 9.55 $ 27,79I50 10 206 Structure Excavation CY 0 1910 1910 $ 15.82 $ 30,216.20 11 206 Structure Backfill (Class 1) CY 0 954 954 $ 2397 $ 22,867.38 12 207 Topsoil (4-inch) (Remove, Stockpile, Redistribute) CY 2090 0 2090 $ 10.13 $ 21,171.70 13 208 Erosion Control IS 1 0 1 $ 20,78299 $ 2D,787.99 14 21D Reset Ground Sign EA 2 0 2 $ 275.32 $ 550.64 15 210 Reset Gate EA 2 0 2 $ 440.50 $ 881.00 16 210 Reset Riprap IS 1 0 1 $ 1,762.01 $ 1,762.01 17 211 Dewatedog IS 1 0 1 $a 8,826.79 $ 8,82679 18 212 Seeding (Native) AC 27 0 27 $ 2,643.01 $ 7,136.13 19 1 213 Mulching (Weed Free Hay) AC 1 2.7 1 0 2.7 1 $ 1,762A1 $ 4,757.43 20 216 Soil Retention Blanket(Straw/Coconut) SY SW 0 580 $ 3.47 $ 2,012.60 •- •Z1' 304 -Aggregate .: Base Course (Class6 1 } CY ':=45 t a 56 101 $ 70.35 $ 7,105.35 22 403 Hot Mix Asphalt (Grading 5)(75)(64-22) TON 119 0 119 $ 137.66 $ 16,381.54 23 420 Geos nthetic Pavement Interlayer SY 39 0 39 $ 37.44 $ 1,460.16 24- 503 Helical Piers(40'Bridgel-LF •- 0 40 40 `'- $ 99.07 $ 3,962.80 25 503 ` Orllletl 12 Caass, (100 Brld e) LF '' .0 120 120 `' $ 5823 $ 6,987.60 26 601 Precast Concrete UnderpassSystem LS 0 1 1 $ 292.740.11 $ 292,740.11 27 601 lPrecast Concrete Erection LS 0 1 1 $ 79,591.15 $ 79,591.15 28 601 Structural Concrete Coating SF 0 2976 2976 $ 1.85 $ 5,505.60 29 601 Structural Concrete Casting (Anti -Graffiti) SF 0 2976 2976 $ 1.38 $ 4,106.88 30 603 18loon Reinforced Concrete Pipe (FES Included) LF 183 0 183 $ 56.97 $ 10,425.51 31 603 241nch Reinforced Concrete Pipe LF 50 0 50 $ 72.68 $ 3,634.00 32 604 Precast Concrete Area inlet EA 1 1 0 1 $ 1,927.20 $ 1,927.20 33 604 1 Manhole(48-Inch) EA 2 0 2 $ 3,656.17 $ 7,312.34 34 1 606 Bridge Rail Type 30 LF 0 128 128 $ 137.66 1 $ 17,620.48 • IF 0 2. Footings constructed on the natural soils and/or properly compacted fill can be designed for a net allowable soil pressure of 2,500 pounds per square feet (psf) and a minimum dead load pressure of 750 psf. The soil pressure can be increased 33 percent for transient loads such as wind or seismic loads. 3. Footings should have a minimum width of at least 16 inches. Foundations for isolated columns should have minimum dimensions of 24 inches by 24 inches. Larger sizes may be required depending on loads and the structural system used. 4. Lateral load applied to footing foundations can be resisted by friction between the concrete at the base of the footing and the ground and by the passive pressure of densely compacted backfill and/or undisturbed ground against the side of a footing provided that soil will not be removed over the life of the structure. Lateral load criteria are presented below in the LATERAL EARTH PRESSURE section of this report. 5. To meet the minimum dead load criteria, a continuous void with minimum 4-inch thickness should be placed below grade beams, between pads to concentrate the load of the structures on the footing pads. 6. Exterior footings should be protected from frost action. We believe 30 inches of frost cover is appropriate for this site. 7. Foundation walls and grade beams should be well reinforced both top and bottom. We recommend the amount of steel equivalent to that required for a simply supported span of 15 feet. 8. We should be retained to observe completed footing excavations to confirm that the subsurface conditions are similar to those found in our borings. Mat Foundation Mat foundations should be constructed on undisturbed native soils or engineered fill as described in the Fill Placement section of this report. Where soil is loosened during excavation, it should be removed and replaced with on -site soils compacted following the criteria in the Fill Placement section of this report. 2. Mat foundations constructed on the natural soils and/or properly compacted fill can be designed for a net allowable soil pressure of 2,500 psf and a minimum dead load pressure of 750 psf. The soil pressure can be increased 33 percent for transient loads such as wind or seismic loads. CITY OF FORT COLLINS 6 FOSSIL CREEK TRAIL UNDERPASS AND PEDESTRIAN BRIDGES CTLI T PROJECT NO. FC060BO-125 3. Reinforced slabs are typically designed using a modulus of subgrade reaction. We recommend use of a modulus of 50 pounds per square inch per inch of deflection (pci). 4. Lateral load applied to mat foundations can be resisted by friction between the concrete at the base of the mat and the ground and by the passive pressure of densely compacted backfill and/or undisturbed ground against the side of a mat provided that soil will not be removed over the life of the structure. Lateral load criteria are presented below in the LATERAL EARTH PRESSURE section of this report. 5. The edges of the mats should be thickened or turned down for structural strength. 6. Materials beneath the mat foundation should be protected from frost action. Normally, 30 inches of frost cover is assumed in this area. 7. The completed foundation excavation should be observed by our representative to verify the subsurface foundation conditions are as anticipated from our borings and are suitable for supporting the mat foundation. Placement and compaction of fill should be observed and tested. Helical Piles 1. Helical pile bearing capacity shall be verified in the field using manufacturer recommended capacity/torque ratios. A minimum factor of safety of 2.0 is required. 2. Contractor shall use the number and size of helical blades required to achieve the required depth and capacity. However, the ratio of design bearing capacity specified by the structural engineer and the total area of helical blades used by the contractor shall not exceed 4,000 psf for the native soils or 25,000 psf for the bedrock. 3. Helical piles should have a minimum length of 10 feet. Helical piles should be placed as close to vertical as possible. 4. The helical pile and the connection between the pile and grade beam should be designed to resist vertical loads and lateral earth pressure (if any). Helical piles should be rigidly attached to the structure. A structural engineer should design this connection and shall consider the ability of the existing foundation to span between piles in the layout of pile spacing. 5. There should be an 8-inch (or thicker) continuous void beneath all grade beams and foundation walls, between helical piles. 6. Foundation walls and grade beams should be well reinforced. A qualified structural engineer should design the reinforcement. Lateral earth CITY OF FORT COLLINS FOSSIL CREEK TRAIL UNDERPASS AND PEDESTRIAN BRIDGES CTLIT PROJECT NO. FC06060-125 pressures and the effects of large openings within basement walls should be considered. 7. At a minimum, helical piles bearing on bedrock should be spaced apart a distance equal to three times the average helix diameter to avoid group efficiency effects. 8. Installation of helical piles should be observed by a representative of our firm to confirm the depth and installation torque of the helical piles are adequate. RETAINING WALLS Retaining walls may be associated with the underpass and bridge structures. Retaining walls that are not integral with the structures would be free to rotate sufficiently to mobilize the strength of the backfill and can be designed for the "active" earth pressure. If the walls are integral with the underpasses and cannot rotate, they should be designed for the "at rest' earth pressure. Equivalent fluid densities for lateral design are provided in LATERAL EARTH PRESSURES. Unbalanced hydrostatic pressure behind a wall caused by differential water levels across the wall can be, relieved by • providing weep holes through the walls or drains behind the walls. Weep holes may cause staining on the visible surface of the wing walls; therefore, we suggest using drains such as discussed below. Foundation recommendations and construction criteria for retaining walls are presented in the FOUNDATIONS section of this report. Drains A drain should be provided below the underpass and behind the retaining walls to remove accumulated water. We recommend using a gravel mix consisting of 50 percent fine and 50 percent course concrete aggregate (by weight) in the drain. The drain gravel mix should be placed in at least a 12-inch layer against the walls of the structures and behind the retaining walls to within 2 feet of the top of the structures. Compacted clays should be placed from the top of the drain to the ground surface. At least 6 inches of gravel drain should be placed under the box "mat' or floor and be connected to the drain against the walls. As an alternative to gravel along the walls, an equivalent drain board can be substituted. 0 CITY OF FORT COLLINS 8 FOSSIL CREEK TRAIL UNDERPASS AND PEDESTRIAN BRIDGES CTLIT PROJECT NO. FC06080-125 We recommend a minimum 3-inch diameter perforated pipe be placed at the bottom of the drain gravel along the retaining walls and underpass walls. The invert of the pipe should be at least 6 inches below the elevation of the floor and sloped slightly to drain. The pipe should extend the full length of the grade separated crossing and wing walls and drain by gravity to an outfall. If used, weep holes should be 4 inches in diameter, spaced 10 feet center -to - center at the bottom of the wall. At least two weep holes should be provided per wall at the bottom of the wall. The back of the weep holes should connect to the drain, be protected from clogging, and be screened to prevent drain materials from falling out of the weep holes. A manufactured drain such as Miradrain® could be substituted for the drain sand and gravel. Manufactured drains should be installed following the manufacturers recommendations. LATERAL EARTH PRESSURES • The lateral loads acting on the underpass walls and wing walls are dependent'on the height and type of wall, backfill configuration, and backfill type. For the purposes of design, we have assumed less -than 15 feet of fill will be retained by retaining walls, wing- walls, and the underpass structure and the backfill will be on -site or similar soils. • All walls should be designed to resist lateral earth pressures that act upon the wall. Graphical examples of typical loading conditions are presented on Figure 3. The following table provides the necessary equivalent fluid pressure values for the backfill soils anticipated at this site. The pressures given do not include allowances for surcharge loads such as sloping backfill, vehicle traffic, or excessive hydrostatic pressure. These values also do not include a factor of safety. Normally, a factor of safety of 1.5 is used for sliding and 1.6 for overturning. For design purposes, the unit weight of the compacted fill above the box can be considered to be 125 pounds per cubic foot (pcf). CITY OF FORT COLLINS 9 FOSSIL CREEK TRAIL UNDERPASS AND PEDESTRIAN BRIDGES CTLI T PROJECT NO. FCOBOBO-125 !� I _ �, �; Loading Condition �4 r 1 � Equivalent Hydrostatic Fluid P.[essuce Active (yA) psf 40 At -Rest (yo) psf 55 Passive (yp) psf 300 Horizontal Friction Coefficient 0.40 Resistance to lateral loads can be provided by friction between concrete and soil and/or by "passive" earth pressure. Passive earth pressure should be ignored for the top one foot of soils against the structure since it can be removed easily with time. The proper application of these loading conditions is the responsibility of the wall designer. Wall backfill should be placed according to the Fill Placement section. Hydrostatic pressure and surcharge loads should be accounted for, where applicable. Drains can, be installed behind earth retaining structures to -minimize • hydrostatic pressures exerted on the structures. Recommendations for drain construction are provided in the Drains section. PAVEMENTS The project will include repaving Trilby Road in the area of the cut for the underpass. The geotechnical design criteria for the reconstruction of the roadway is in general conformance with the Chapters 5 and 10 of the Larimer County Urban Areas Street Standards (LCUASS) dated January 2, 2001 (repealed and reenacted April 1, 2007) as adopted by the City of Fort Collins. The performance of a pavement structure is dependent upon the characteristics of the subgrade soil, traffic loading and frequency, climatic conditions, drainage and pavement materials. We previously conducted an investigation for the City along Trilby Road between Lemay Avenue and Southridge Greens Boulevard (Project No. FC04880- 135, dated May 15, 2009). Hveem testing indicated an R-value of less than 5 for the subgrade soils. Most recent traffic count information by the City indicated a daily traffic • 10 CITY OF FORT COLLINS FOSSIL CREEK TRAIL UNDERPASS AND PEDESTRIAN BRIDGES CTLI T PROJECT NO. FC06080-125 count of 7,368. From the traffic count, an Equivalent Single Axle Load (ESAL) of 1,286,000 was calculated based on a 20-year design (Appendix C). We understand flexible hot mix asphalt (HMA) pavement is planned for the roadway. It is common for the City to treat the upper one foot of subgrade soil with a prescribed minimum of 12 percent fly ash. Due to high concentration of water-soluble sulfates, double application of fly ash is recommended. However, for small projects, fly ash treatment is likely not reasonable due to equipment mobilization costs. Twelve inches of Class 1, 5, or 6 aggregate base course may be substituted for fly ash treatment. Pavement sections were calculated based on 1/2 credit for fly ash stabilization. ESAL and pavement design calculations are presented in Appendix C. The following table presents the calculated pavement sections. _.Stabilized Suti`-rade�FA'SS'v , , 7" HMA + 10" ABC + 12" FASS` • Trilby Road OR 8" HMA + 6" ABC + 12" FASS' 'Class 1, 5, or 6 aggregate base course may be substituted for FASS Suborade and Pavement Materials and Construction The design of a pavement system is as much a function of the quality of the paving materials and construction as the support characteristics of the subgrade. The construction materials are assumed to possess sufficient quality as reflected by the strength factors used in our design calculations. Moisture treatment criteria and additional criteria for materials and construction requirements are presented in Appendix D of this report. Pavement Maintenance Routine maintenance, such as sealing and repair of cracks, is necessary to achieve the long-term life of a pavement system. We recommend a preventive maintenance program be developed and followed for all pavement systems to assure the design life can be realized. Choosing to defer maintenance usually results in CRY OF FORT COLLINS 11 FOSSIL CREEK TRAIL UNDERPASS AND PEDESTRIAN BRIDGES CTLIT PROJECT NO. FC06060-125 accelerated deterioration leading to higher future maintenance costs, and/or repair. A recommended maintenance program is outlined in Appendix E. Excavation of completed pavement for utility construction or repair can destroy the integrity of the pavement and result in a severe decrease in serviceability. To restore the pavement top original serviceability, careful backfill compaction before repaving is necessary. WATER-SOLUBLE SULFATES Concrete that comes into contact with soils can be subject to sulfate attack. We measured water-soluble sulfate concentrations in three samples from this site. Concentrations were measured between 0.03 and 0.51 percent, with one sample having a sulfate concentration greater than 0.02 percent. We recommend assuming a Class 1 exposure to sulfate attack, according to the American Concrete Institute (ACI). ACI indicates adequate sulfate resistance can be achieved by using Type II cement with a water-to-cementitious material ratio of 0.50 or less. ACI also indicates concrete in Class • 1 exposure environments should have a minimum compressive strength of 4,000 pounds per square inch (psi). In our experience, superficial damage may occur to the exposed surfaces of highly permeable concrete, even though sulfate levels are relatively low. To control this risk and to resist freeze -thaw deterioration, the water-to- cementitious material ratio should not exceed 0.50 for concrete in contact with soils that are likely to stay moist due to surface drainage or high water tables. Concrete should be air entrained. SURFACE DRAINAGE Performance of foundations and flatwork are influenced by changes in subgrade moisture conditions. Carefully planned and maintained surface grading can reduce the risk of wetting of the foundation soils and pavement subgrade. Positive drainage should be provided away from foundations. Backfill around foundations should be moisture treated and compacted as described in Fill Placement. Roof drains should be directed away from buildings. Downspout extensions and splash blocks should be provided at discharge points. 0 CITY OF FORT COLLINS 12 FOSSIL CREEK TRAIL UNDERPASS AND PEDESTRIAN BRIDGES CTLI T PROJECT NO. FC06080-125 IF LIMITATIONS Although our borings were spaced to obtain a reasonably accurate picture of subsurface conditions, variations not indicated in our borings are possible. We should observe footing/mat foundation excavations to confirm soils are similar to those found in our borings and helical pier installation. Placement and compaction of fill, backfill, subgrade and other fills should be observed and tested by a representative of our firm during construction. This report was prepared from data developed during our field exploration, laboratory testing, engineering analysis and experience with similar conditions. The recommendations contained in this report were based upon our understanding of the planned construction. If plans change or differ from the assumptions presented herein, we should be contacted to review our recommendations. We believe this investigation was conducted in a manner consistent with that • level of skill and care ordinarily used by members of the profession currently practicing under similar conditions in the locality of this project. No warranty, express or implied, is made. 0 If we can be of further service in discussing the contents of this report or in the analysis of the proposed construction from the geotechnical point of view, please contact the undersigned. CTLITHO % r ^s+ti�v /- _ 46b76 . FE60 Spencer S ,,,PE Project Engl SAS:TW F (2 Copies) Via Email: ckisling@fcoov.com CRY OF FORT COLLINS FOSSIL CREEK TRAIL UNDERPASS AND PEDESTRIAN BRIDGES CTLI T PROJECT NO. FC06080-125 ko- J 13 LEGEND TH-1 APPROXIMATE SCALE: 1"= 40' 0' 20' 40' TBM INDICATES APPROXIMATE LOCATION OF EXPLORATORY BORING INDICATES APPROXIMATE LOCATION OF TEMPORARY BENCHMARK; FOUND 94 REBAR WITH 2" ALUMINUM CAP (ELEVATION 4889.0') aw Irn TBM VICINITY MAP (FORT COLLNS. COLORADO) NOT TO SCALE 1 Iwm'a av , e.rH n.n I.�n awn' z hf ` �a(Jnro.J ' TH 5 :1.. ' " Locations of ;} Exploratory e 's• .�Bridge 2 PASBorings CITY OF FORT COLLINS FIGURE 1 FOSSIL CREEK TRAIL UNDERPASS AND PEDESTRIAN BRIDGES CTL I T PROJECT NO. FCDSOBO-125 4 • 9 0 D� § \ ® ( \\ ( § \- \ ) ~ \ ( // § )�();! ;" § :[ ; ) 0 §§ § _ \/ j z �/ )( ( \ / ( }/ \ \ { \ \ ) /\ §` -(|( )\ 00 : \ i i \ (( (\ (�.. (§/ 1.0 . `WD • 0 35 606 Guardrall Transition Type 3H EA 1 0 1 $ 1,651.88 $ 1,651.80 36 606 Guardrail Transition Type 3G EA 1 0 1 $ 1,651.88 $ 1,651.88 37 606 Guardrail Straight Flare End Anchor EA 1 0 1 $ 1,321.51 $ 1,321.51 38 606 Guardrail End Type 3D EA 1 0 1 $ 1,211.38 $ 1,211.38 39 607 Wooden Rail Fence LF 269 0 269 $ 41.85 $ 11,257.65 40 608 8'Concrete Bikeway (51nch) W 43G 0 430 $ 50.39 $ 21,667.70 41 608 10' Concrete Bikeway IS Inch) SY 5537 0 5537 $ 55.09 $ 305,033.33 42 608 Access Ramp w/ Truncated Domes EA 2 0 2 $ 2,043.40 $ 4,086.80 43 609 2' Concrete Pan LF 31 0 31 $ 35.41 $ 1,097.71 44 609 Hollywood Curb&Gutter LF 80 0 80 $ 48.69 $ 3,895.20 45 613 Lighting System LS 0 1 1 $ 15,792.0 $ 15,792.00 46 614 Signs EA 6 0 6 $ 550.63 $ 3,303.78 47 619 121nch PVC C-900 Waterline LF 150 0 150 $ 174.00 $ 26,100.00 48 619 121nch 45' Horiz. Bend w/Thrust Block FA 4 0 4 $ 1,541.76 $ 6,167.04 49 619 Air Relief Valve EA 1 0 1 $ 6,288.17 $ 6,288.17 50 626 Mobilization IS 1 0 1 $ 50,296.71 $ 50,296.71 51 627 Pavement M arkinge SF 108 " O 108 $ 13.A $ 1,487.16 52 628 Bridge Girder and Deck Unit(40 foot) -EA 0 1 1 1 $ 47,929.10 $ 47,929.10 53 628 Bridge Girder and Deck Unit(100 foot) EA 0 1 1 $ 108,758.22 $ 108,758.22 54 630 Traffic Control LS -1 0 1 $ 12,917.73 $ 12,917.73 55 631 .'Pedestrian Bridge Abutment(40 foot Bridge) EA 0 .z1 , 2 '' $ 6,327.94 $ 12,655.98 '56 631 Pedestrian Bridge Abutment 1100f0ot Bridge) EA 0 "2' 2 $ 5,872.56 $ 11,745.12 TOTAL BASE BID $ 1,286,755.81 IN WORDS: One Million Two Hundred Eighty -One Thousand Three Hundred One Dollar and Ninety4wo Cents 0 APPENDIX A RESULTS OF LABORATORY TESTING • 0 CITY OF FORT COLLINS FOSSIL CREEK TRAIL UNDERPASS AND PEDESTRIAN BRIDGES CTLI T PROJECT NO. FC06080-125 • 0 7 6 5 4 3 2 1 0 1 2 -3 z O -4 to z a IL iC 5 w e 0 z O -6 (N al w Q C. -7 2 O U -6 0.1 1.0 APPLIED PRESSURE - KSF SOmple of FILL, CLAY, SANDY (CL) From TH - 1 AT 4 FEET CITY OF FORT COLLINS FOSSIL CREEK TRAIL UNDERPASS AND PEDESTRIAN BRIDGES CTL I T PROJECT NO, FC08080-125 JM�H � HH1 EXPANSION UNDER CONSTANT PRESSURE DUE TO WETTING A V 10 100 DRY UNIT WEIGHT= 109 PCF MOISTURE CONTENT= 19.7 Swell Consolidation Test Results FIGURE A -1 7 B 5 4 3 2 1 0 -1 2 .3 0.1 1.0 APPLIED PRESSURE -KSF Sample Of CLAY, SANDY (CL) From TH - 1 AT 14 FEET CITY OF FORT COLLINS FOSSIL CREEK TRAIL UNDERPASS AND PEDESTRIAN BRIDGES CTL I T PROJECT NO. FC060BO-125 ADDITIONAL COMPRESSION UNDER CONSTANT PRESSURE DUE TO WETTING 10 100 DRY UNIT WEIGHT= 102 PCF MOISTURE CONTENT= 21.4 % Swell Consolidation Test Results FIGURE A -2 • 0 �J �J 3 2 i M, w z d -1 w 0 Z -2 .3 .4 0.1 1.0 APPLIED PRESSURE- KSF Sample Of CLAY, SANDY (CL) From TH - 2 AT 9 FEET 3 2 I -y . 0.1 1.0 APPLIED PRESSURE - KSF Sample Of CLAY, SANDY (CL) From TH - 2 AT 19 FEET CITY OF FORT COLLINS FOSSIL CREEK TRAIL UNDERPASS AND PEDESTRIAN BRIDGES CTL I T PROJECT NO. FC06080-125 IF EXPANSION UNDER CONSTANT PRESSURE DUE TO WETTING 10 100 DRY UNIT W EIGHT= 103 PCF MOISTURE CONTENT= 23.3 ADDITIONAL COMPRESSION UNDER CONSTANT PRESSURE DUE TO WETTING 10 100 DRY UNIT WEIGHT= 99 PCF MOISTURE CONTENT= 26.6 % Swell Consolidation Test Results FIGURE A -3 13 12 11 10 8 8 6 5 4 3 z O 2 rA z Q a LU 1 w s 0 z O 0 N W w M I1 -1 M O U .2 0.1 1.0 APPLIED PRESSURE - KSF Sample of CLAY, SANDY (CL) From TH - 3 AT 4 FEET CITY OF FORT COLLINS FOSSIL CREEK TRAIL UNDERPASS AND PEDESTRIAN BRIDGES CTL I T PROJECT NO. FC06080-125 EXPANSION UNDER CONSTANT PRESSURE DUE TO WETTING 10 0 in DRY UNIT WEIGHT= 118 PCF MOISTURE CONTENT= 11.3 q Swell Consolidation Test Results FIGURE A -4 `J 0 3 2 1 z 0 0 N z Q -1 a x w a z -2 O y rn to CC -3 I1 2 0 U .4 0.1 1.0 APPLIED PRESSURE -KSF Sample of CLAYSTONE From TH - 3 AT 24 FEET 3 2 1 z 0 0 y z a a LU -1 w CA a z 0 -2 y W w Q 0. -3 0 U -4 0.1 APPLIED PRESSURE - KSF Sample of SANDSTONE From TH . 4 AT 9 FEET 1.0 CITY OF FORT COLLINS FOSSIL CREEK TRAIL UNDERPASS AND PEDESTRIAN BRIDGES CTL I T PROJECT NO. FC060BO-125 T EXPANSION UNDER CONSTANT PRESSURE DUE TO WETTING 10 100 DRY UNIT WEIGHT= 117 PCF MOISTURE CONTENT= 16.4 EXPANSION UNDER CONSTANT PRESSURE DUE TO WETTING 10 100 DRY UNIT WEIGHT- 124 PCF MOISTURE CONTENT= 12.5 % Swell Consolidation Test Results FIGURE A -5 3 2 1 Z 0 - O z Z a •, a x w 0 Z -2 O to w M .3 0. 2 O U .4 0.1 APPLIED PRESSURE - KSF Sample of CLAY, SANDY (CL) From TH-5AT9FEET 3 2 1 z O D fA Z a IL LU -1 w 0 z O .2 y U) w IL -3 2 O U .4 1.0 0.1 1.0 APPLIED PRESSURE - KSF Sample Of CLAY, SANDY (CL) From TH - 5 AT 14 FEET CITY OF FORT COLLINS FOSSIL CREEK TRAIL UNDERPASS AND PEDESTRIAN BRIDGES CTL I T PROJECT NO. FC06080-125 U ADDITIONAL COMPRESSION UNDER CONSTANT PRESSURE DUE TO WETTING 10 1DO DRY UNIT WEIGHT= 101 -PCF MOISTURE CONTENT= 24.2 NO MOVE ENT DUE TO W ETTING DRY UNIT W EIGHT= 103 PCF MOISTURE CONTENT= 23.6 % Swell Consolidation Test Results FIGURE A -6 11 0 0 0 p § ca )u ^}/k§)k(§/aa\ })\\\\§k§§\CC %§\®: : ; q§w /$§a a es ir \wwIL ir §\)ƒ! \((E§f }\ m s §-; ;:;§:S \; ,( §§: k)Z CZM ((§§22 /b-°;�\-!°��M! m&aF- Laoo:--- F- &zzz APPENDIX B SAMPLE SITE GRADING SPECIFICATIONS • n CITY OF FORT COLLINS FOSSIL CREEK TRAIL UNDERPASS AND PEDESTRIAN BRIDGES CTLIT PROJECT NO. FC06080-125 Wid SAMPLE SITE GRADING SPECIFICATIONS DESCRIPTION This item shall consist of the excavation, transportation, placement and compaction of materials from locations indicated on the plans, or staked by the engineer, as necessary to achieve building site elevations. GENERAL The soils engineer shall be the owner's representative. The soils engineer shall approve fill materials, method of placement, moisture contents and percent compaction, and shall give written approval of the completed fill. 3. CLEARING JOB SITE The contractor shall remove all trees, brush and rubbish before excavation or fill placement is begun. The contractor shall dispose of the cleared material to provide the owner with a clean, neat appearing job site. Cleared material shall not be placed in areas to receive fill or where the material will support structures of any kind. 4. SCARIFYING AREA TO BE FILLED • All topsoil and vegetable matter shall be removed from the ground surface upon which fill is to be placed. The surface shall then be plowed or scarified to a depth of 8 inches until the surface is free from ruts, hummocks or other uneven features, which would prevent uniform compaction by the equipment to be used. 5. COMPACTING AREA TO BE FILLED After the foundation for the fill has been cleared and scarified, it shall be disked or bladed until it is free from large clods, brought to the proper moisture content and compacted to not less than 95 percent of maximum dry density as determined in accordance with ASTM D 698 or AASHTO T 99. 6. FILL MATERIALS On -site materials classifying as CL, SC, SM, SW, Sp, GP, GC and GM are acceptable. Fill soils shall be free from organic matter, debris, or other deleterious substances, and shall not contain rocks or lumps having a diameter greater than three (3) inches. Fill materials shall be obtained from the existing fill and other approved sources. MOISTURE CONTENT Fill materials shall be moisture treated. Clay soils placed below the building envelope should be moisture -treated to between 1 and 4 percent above optimum moisture content as determined from Standard Proctor compaction tests. Clay soil placed exterior to the building should be moisture treated between optimum and 3 percent above optimum • moisture content. Sand soils can be moistened to within 2 percent of optimum moisture CITY OF FORT COLLINS B-1 FOSSIL CREEK TRAIL UNDERPASS AND PEDESTRIAN BRIDGES CTL IT PROJECT NO. FC06080-125 • • EXHIBIT 1 — REVISED BID SCHEDULE NO... REM O. CONTRAGr DESCRIPTION UNIT PwN STRUCTURAL TOTAL UNIT COST TOTAL COST 1 201 Clearin and GrubbingLS 1 0 1 $ 2 202 Removal of Trees EA 5 0 5 $ 3 202 Removal of Concrete Sidewalk 5Y 172 0 172 $ 4 202 Removal of Asphalt Mat SY 282 0 282 $ 5 202 Remove 12" Water Line tF 132 0 132 $ 6 202 lRennoval of Barricade EA 1 0 1 $ 7 202 Removal of Fence LF 315 0 315 $ 8 202 Remove &Replace or Protect Existing Landscaping LS 1 0 1 $ 9 203 Unclassified Excavation CY 2910 0 2910 $ 10 206 Structure Excavation CY 0 1910 1 1910 $ 11 206 Structure Backfill (Class 1) CY 0 954 954 $ 12 207 Topsoil Wnch)(Remove, Stockpile, Redistribute) CY 2090 0 2090 $ 13 208 Erosion Control t5 1 0 1 $ 14 210 Reset Ground Sin EA 2 0 2 $ 15 210 Reset Gate EA 2 0 2 $ 16 -210 Reset Moran IS 1 0- 1 $ 17 211 Dewatering L5 1 0 1 $ 18 212 Seedin Native AC 2.7 0 2.7 $ 19 213 Mulchin (Weed Free Ha AC 2.7 0 2.7 $ 20 216 ISoil Retention Blanket Straw/Coconut) SY 580 0 580 $ `.2Y :ro3W .f.' Ay re"a`e Base. Course Class6 C, 1 r zrz CY 45 >,;," r56 a ..Taidl» rn x:.", $ 22 403 Hot Mix Asphalt (GradinS)(75)(64-22) TON 119 0 119 $ 23 420 Geos nthetic Pavement lnterla er SY 39 0 39 $ r.24 He cal Pier, (40' Bridge �'adR,4::x.FA...�" 1.e,LF_,.:fi =f e.0� � xf -25' x,'k,,.>� „,.503i:. r •i}'..'°^ Drilled 12'.Calss6n 100 Bnd e) �,vk.,.. t�7 . =LF rr,,X�- Oc.. ..,.1120 ar. ....k120 .vS $ 26 Wl Precast Concrete Underpass Sstem LS 0 1 1 $ 27 601 Precast Concrete Erection LS 0 1 1 $ 28 601 Structural ConcreteCoating SF 0 2976 2976 $ 29 601 Structural Concrete Casting(Anti-Graffiti) SF 0 2976 2976 1$�l $ 30 603 181nch Reinforced Concrete Pi a (F— Induded LF 183 0 183 Addendum 1 — 7664 Fossil Creek Trail Underpass at Trilby Road Page 2 of 12 53 628 Pedestrian Bridge(100 FO EA 0 1 1 $ 54 630 Traffic Control IS 1 0 1 $ 55 700 F/A Erosion Control FA 1 0 1 $ TOTAL BASE BID $ IN WORDS: Scc A-0DC9 L_ t-A 4,11 1_1> fyfL#� jt.lsigll 9. PRICES The foregoing prices shall include all labor, materials, transportation, shoring, removal, dewatering, overhead, profit, insurance, etc., to cover the complete Work in place of the several kinds called for. Bidder acknowledges that the OWNER has the right to delete items in the Bid or change quantities at his sole discretion without affecting 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 SUBMITTED: ZZ License Number (If Applicable) (Seal- if Bid is by corporation) Attest: Address Lap Co Fd 53 9 Telephone Email • content. Sufficient laboratory compaction tests shall be performed to determine the optimum moisture content for the various soils encountered in borrow areas. The contractor may be required to add moisture to the excavation materials in the borrow area if, in the opinion of the soils engineer, it is not possible to obtain uniform moisture content by adding water on the fill surface. The contractor may be required to rake or disk the fill soils to provide uniform moisture content through the soils. The application of water to embankment materials shall be made with any type of watering equipment approved by the soils engineer, which will give the desired results. Water jets from the spreader shall not be directed at the embankment with such force that fill materials are washed out. Should too much water be added to any part of the fill, such that the material is too wet to permit the desired compaction from being obtained, rolling and all work on that section of the fill shall be delayed until the material has been allowed to dry to the required moisture content. The contractor will be permitted to rework wet material in an approved manner to hasten its drying. 8. COMPACTION OF FILL AREAS Selected fill material shall be placed and mixed in evenly spread layers. After each fill layer has been placed, it shall be uniformly compacted to not less than the specified percentage of maximum dry density. Fill materials shall be placed such that the . thickness of loose material does not exceed 8 inches and the compacted lift thickness does not exceed 6 inches. Compaction, as specified above, shall be obtained by the use of sheepsfoot rollers, multiple -wheel pneumatic -tired rollers, or other equipment approved by the engineer. -Compaction shall be accomplished while the fill material is at the specified moisture content. Compaction of each layer shall be continuous over the entire area. Compaction equipment shall make sufficient trips to insure that the required dry density is obtained. 9. COMPACTION OF SLOPES Fill slopes shall be compacted by means of sheepsfoot rollers or other suitable equipment. Compaction operations shall be continued until slopes are stable, but not too dense for planting, and there is no appreciable amount of loose soil on the slopes. Compaction of slopes may be done progressively in increments of three to five feet (3' to 5') in height or after the fill is brought to its total height. Permanent fill slopes shall not exceed 3:1 (horizontal to vertical). 10. DENSITY TESTS Field density tests shall be made by the soils engineer at locations and depths of his choosing. Where sheepsfoot rollers are used, the soil may be disturbed to a depth of several inches. Density tests shall be taken in compacted material below the disturbed surface. When density tests indicate that the dry density or moisture content of any CITY OF FORT COLLINS B-2 FOSSIL CREEK TRAIL UNDERPASS AND PEDESTRIAN BRIDGES CTLI T PROJECT NO. FC06080-125 • C� U layer of fill or portion thereof is below that required, the particular layer or portion shall be reworked until the required dry density or moisture content has been achieved. 11. COMPLETED PRELIMINARY GRADES All areas, both cut and fill, shall be finished to a level surface and shall meet the following limits of construction: A. Overlot cut or fill areas shall be within plus or minus 2/10 of one foot. B. Street grading shall be within plus or minus 1/10 of one foot. The civil engineer, or duly authorized representative, shall check all cut and fill areas to observe that the work is in accordance with the above limits. 12. SUPERVISION AND CONSTRUCTION STAKING Observation by the soils engineer shall be continuous during the placement of fill and compaction operations so that he can declare that the fill was placed in general conformance with specifications. All site visits necessary to test the placement of fill and observe compaction operations will be at the expense of the owner. All construction staking will be provided by the civil engineer or his duly authorized representative. Initial and final grading staking shall be at the expense of the owner. The replacement of grade stakes through construction shall be at the expense of the contractor. 13. SEASONAL LIMITS No fill material shall be placed, spread or rolled while it is frozen, thawing, or during unfavorable weather conditions. When work is interrupted by heavy precipitation, fill operations shall not be resumed until the soils engineer indicates that the moisture content and dry density of previously placed materials are as specified. 14. NOTICE REGARDING START OF GRADING The contractor shall submit notification to the soils engineer and owner advising them of the start of grading operations at least three (3) days in advance of the starting date. Notification shall also be submitted at least 3 days in advance of any resumption dates when grading operations have been stopped for any reason other than adverse weather conditions. 15. REPORTING OF FIELD DENSITY TESTS Density tests made by the soils engineer, as specified shall be submitted progressively to the owner. Dry percent compaction shall be reported for each test taken. CRY OF FORT COLLINS FOSSIL CREEK TRAIL UNDERPASS AND PEDESTRIAN BRIDGES CTLIT PROJECT NO. FC06080-125 under "Density Tests" above, density, moisture content and M 16. DECLARATION REGARDING COMPLETED FILL The soils engineer shall provide a written declaration stating that the site was filled with acceptable materials, or was placed in general accordance with the specifications. 0 CITY OF FORT COLLINS B-4 FOSSIL CREEK TRAIL UNDERPASS AND PEDESTRIAN BRIDGES CTLI T PROJECT NO. FC06060-125 r 1 LJ APPENDIX C PAVEMENT DESIGN CALCULATION CITY OF FORT COLLINS FOSSIL CREEK TRAIL UNDERPASS AND PEDESTRIAN BRIDGES CTLj T PROJECT NO. FC06080-125 Traffic Projections (After CDOT 2010 Pavement Design Manual) Project No.: FC06080-125 Project Name: Fossil Creek Trail Underpass and Pedestrian Bridges Roadway: Trilby Road Description: Lemay Ave to Southridge Greens Flemble Pavement i 2-lanes Given/Assumptions: Initial AADT (T1) 7.368 Design Period, D (years) 20 Rate of Growth (%) 2.0% Percent Light Weight (%) 95% Percent Single Unit (%) 3% Percent Combination Unit 1%) 2% Calculated: Growth Factor, T1 1.49 Future AADT, T 10,948 Midpoint Traffic Volume, Tm 9,158 ,Current AADT Percent of Total AADT Light Weight 95% 7,000 Single Unit 3% 221 Combination Unit 2% 147 Total: 100% 7,368 Pf6 ec'ted'fiAD_T Percent of Total AADT Light Weight 95% 8,700 Single Unit .3% 275 Combination Unit 2% 183 Total: 100% 9,158 Equivalence. � Load. Factor i ,Lane'F.actor ;, 'Dail 'ESAL's. Light Weight 0.003 0.6 16 Single Unit 0.249 0.6 41 Combination Unit 1.087 0.6 119 Total: 176 Total Design Period ESAL's: 1,286,024 CITY OF FORT COLLINS FOSSIL CREEK TRAIL UNDERPASS AND PEDESTRIAN BRIDGES CTLIT PROJECT NO. FC06090-125 • • 0 9.. 0 1993 AASHTO Pavement Design DARWin Pavement Design and Analysis System A Proprietary AASHTOWare Computer Software Product CfL Thompson, Inc. Flexible Structural Design Module CITY OF FORT COLLINS FOSSIL CREEK TRAIL UNDERPASS AND PEDESTRIAN BRIDGES CTLrr PROJECT NO. FC06080-125 18-kip ESALs Over Initial Performance Period Initial Serviceability Terminal Serviceability Reliability Level Overall Standard Deviation Roadbed Soil Resilient Modulus Stage Construction Calculated Design Structural Number Flexible Structural Design 1,286,024 4.5 2.5 90 % 0.44 3,020 psi 4.76 in Specified Layer Design Struct Drain Coef. Coef. Thickness Width Calculated Laver Material Description (Ail (Mi) Di in l- SN in I 14MA 0.44 1 8 24 3.52 2 ABC 0.11 1.05 6 24 0.69 3 CSS 0.05 1 12 24 0.60 Total - - - 26.00 - 4.81 Page 1 1993 AASHTO Pavement Design DARWin Pavement Design and Analysis System A Proprietary AASHTOWare Computer Software Product CTL Thompson, Inc. Flexible Structural Design Module CITY OF FORT COLLINS FOSSIL CREEK TRAIL UNDERPASS AND PEDESTRIAN BRIDGES CrL[r PROJECT NO. FC06080-125 Flexible Structural Design I8-kip ESALs Over Initial Performance Period 1,286,024 Initial Serviceability 4.5 Terminal Serviceability 2.5 Reliability Level 90 % Overall Standard Deviation 0.44 Roadbed Soil Resilient Modulus 3,020 psi Stage Construction I Calculated Design Structural Number 4.76 in „ Specified Layer Design Struct Drain Coer. Coef. Thickness Width Calculated Laver Material Description (Ai) (Mi) Di in SN in 1 HMA 0.44 1 7 24 . , 3.08 2 ABC 0.11 1.05 10 24 1.16 3 CSS 0.05 1 12 24 0.60 Total - - - 29.00 - 4.84 Page 1 Ir1 L 0 APPENDIX D PAVEMENT CONSTRUCTION RECOMMENDATIONS CITY OF FORT COLLINS FOSSIL CREEK TRAIL UNDERPASS AND PEDESTRIAN BRIDGES CTLIT PROJECT NO. FC060BO-125 T SUBGRADE PREPARATION Moisture Treated Suborade (MTS) The subgrade should be stripped of organic matter, scarified, moisture treated and compacted to the specifications stated below in Item 2. The compacted subgrade should extend at least 3 feet beyond the edge of the pavement where no edge support, such as curb and gutter, are to be constructed. 2. Sandy and gravelly soils (A-1-a, A-1-b, A-2-4, A-2-5, A-2-6, A-2-7, A-3) should be moisture conditioned near optimum moisture content and compacted to at least 95 percent of standard Proctor maximum dry density (ASTM D 698, AASHTO T 99). Clayey soils (A-6, A-7-5, A-7-6) should be moisture conditioned between optimum and 3 percent above optimum moisture content and compacted to at least 95 percent of standard Proctor maximum dry density (ASTM D 698, AASHTO T 99). 3. Utility trenches and all subsequently placed fill should be properly compacted and tested prior to paving. As a minimum, fill should be compacted to 95 percent of standard Proctor maximum dry density. 4. Final grading of the subgrade should be carefully controlled so the design cross -slope is maintained and low spots in the subgrade that could -trap, • water are eliminated. 5. Once final subgrade elevation has been compacted and tested to compliance and shaped to the required cross-section, the area should be proof -rolled using a minimum axle load of 18 kips per axle. The proof -roll should be performed while moisture contents of the subgrade are still within the recommended limits. Drying of the subgrade prior to proof -roll or paving should be avoided. 6. Areas that are observed by the engineer that have soft spots in the subgrade, or where deflection is not uniform of soft or wet subgrade shall be ripped, scarified, dried or wetted as necessary and recompacted to the requirements for the density and moisture. As an alternative, those areas may be sub -excavated and replaced with properly compacted structural backfill. Where extensively soft, yielding subgrade is encountered; we recommend a representative of our office observe the excavation. Fly Ash Stabilized Suborade (PASS) Trenches and all subsequently placed fill should be properly compacted and tested prior to subgrade preparation. As a minimum, fill should be compacted to 95 percent of standard Proctor maximum dry density. 2. The subgrade should be stripped of organic matter and should be shaped 0 CITY OF FORT COLLINS D-1 FOSSIL CREEK TRAIL UNDERPASS AND PEDESTRIAN BRIDGES CTLI T PROJECT NO. FC06080-125 s • 0 T to final line and grade. 3. The contractor or owner's representative should have a mix design performed in general accordance with ASTM D 558 using the actual site soils and the approved stabilizing agent (lime, fly ash or a combination of lime and fly ash). Scheduling should allow at least two weeks for the mix design to be completed prior to construction. 4. Fly ash should consist of Class C in accordance with ASTM C 593 and C 618. 5. Stabilizing agents should come from the same source as used in the mix design. If the source is changed, a new mix design should be performed. 6. Stabilizing agents should be spread with a mechanical spreader from back of curb to back of curb for detached sidewalks or back of walk to back of walk for attached sidewalks, where applicable. 7. The mixture should be moisture conditioned to at least 2 percent over optimum moisture content and compacted to at least 95 percent of the mixture's maximum dry density (ASTM D 558) within 2 hours from the time of initial fly ash mixing. 8. Batch tickets should be supplied to the owner or owner's representative with the application area for that batch to determine compliance with the recommended proportions of fly ash to soil. 9. The subgrade should be re -shaped to final line and grade. 10. The subgrade should be sealed with a pneumatic -tire roller that is sufficiently light in weight so as to not cause hairline cracking of the subgrade. 11. Where sulfate concentrations are over 0.5 percent, a double treatment method should be performed. When a double treatment is required, the first half of the stabilizing agent should be placed, moisture treated and allowed to mellow or cure for at least two weeks. The remaining half of the stabilizing agent plus an additional 2 percent shall then be applied. 12. Mixing of the fly ash treated subgrade should not occur if the temperature of the soil mixture is below 40°F. 13. We recommend a minimum of 2 days curing prior to paving. The surface of the stabilized area should be kept moist during the cure period by periodic, light sprinkling if needed. Strength gains will be slower during cooler weather. Traffic should not be permitted on the treated subgrade during the curing period. The subgrade should be protected from freezing or drying at all times until paving. CITY OF FORT COLLINS FOSSIL CREEK TRAIL UNDERPASS AND PEDESTRIAN BRIDGES CTLI T PROJECT NO. FC06060-125 ME . SECTION 00400 SUPPLEMENTS TO BID FORMS 00410 Bid Bond 00420 Statement of Bidder's Qualifications 00430 Schedule of Subcontractors U 14. The treated areas will gain greater strength if they are allowed to cure for 1 to 3 days prior to paving. Construction traffic on the treated subgrade prior to pavement section construction should be limited and the subgrade should be protected from freezing or drying at all times until paving. 15. Placement, mixing and compaction of stabilized subgrade should be observed and tested by a representative of our firm. i 0 CITY OF FORT COLLINS D_3 FOSSIL CREEK TRAIL UNDERPASS AND PEDESTRIAN BRIDGES CTLIT PROJECT NO. FC06080-125 U IF PAVEMENT MATERIALS AND CONSTRUCTION Aggregate Base Course (ABC) A Class 5 or 6 Colorado Department of Transportation (CDOT) specified ABC should be used. A reclaimed concrete pavement (RCP) alternative which meets the Class 5 or 6 designation and design R-value/strength coefficient is also acceptable. Blending of recycled products with ABC may be considered. 2. Bases should have a minimum Hveem stabilometer value of 72, or greater. ABC, RAP, RCP, or blended materials must be moisture stable. The change in R-value from 300-psi to 100-psi exudation pressure should be 12 points or less. 3. ABC or RCP bases should be placed in thin lifts not to exceed 6 inches and moisture treated to near optimum moisture content. Bases should be moisture treated to near optimum moisture content, and compacted to at least 95 percent of standard Proctor maximum dry density (ASTM D 698, AASHTO T 99). 4. Placement and compaction of ABC or RCP should be observed and tested by a representative of our firm. Placement should not commence until the underlying subgrade is properly prepared and tested. Hot Mix Asphalt (HMA) 1. - HMA should be composed of a mixture of aggregate, filler, hydrated lime, and asphalt cement. Some mixes may require polymer, modified asphalt cement, or make use of up to 20 percent reclaimed asphalt pavement 2. HMA should be relatively impermeable to moisture and should be designed with crushed aggregates that have a minimum of 80 percent of the aggregate retained on the No. 4 sieve with two mechanically fractured faces. 3. Gradations that approach the maximum density line (within 5 percent between the No. 4 and 50 sieves) should be avoided. A gradation with a nominal maximum size of 1 or 2 inches developed on the fine side of the maximum density line should be used. 4. Total void content, voids in the mineral aggregate (VMA) and voids filled should be considered in the selection of the optimum asphalt cement content. The optimum asphalt content should be selected at a total air void content of approximately 4 percent. The mixture should have a minimum VMA of 14 percent and between 65 percent and 80 percent of voids filled. CITY OF FORT COLLINS FOSSIL CREEK TRAIL UNDERPASS AND PEDESTRIAN BRIDGES CTLI T PROJECT NO. FC06080-125 D-4 5. Asphalt cement should meet the requirements of the Superpave Performance Graded (PG) Binders. The minimum performing asphalt cement should conform to the requirements of the governing agency. 6. Hydrated lime should be added at the rate of 1 percent by dry weight of the aggregate and should be included in the amount passing the No. 200 sieve. Hydrated lime for aggregate pretreatment should conform to the requirements of ASTM C 207, Type N. 7. Paving should be performed on properly prepared, unfrozen surfaces that are free of water, snow and ice. Paving should only be performed when both air and surface temperatures equal, or exceed, the temperatures specified in Table 401-3 of the 2006 Colorado Department of Transportation Standard Specifications for Road and Bridge Construction. 8. HMA should not be placed at a temperature lower than 245OF for mixes containing PG 64-22 asphalt, and 290°F for mixes containing polymer - modified asphalt. The breakdown compaction should be completed before the HMA temperature drops 200F. 9. Wearing surface course shall be Grading S or SX for residential roadway classifications and Grading S for collector, arterial, industrial, and commercial roadway classifications. 10. The minimum/maximum lift thicknesses for Grade SX shall be 1Y2 119 inches/21/2 inches. The minimum/maximum lift thicknesses for Grade S shall be 2 inches/31/2 inches. The minimum/maximum lift thicknesses for Grade SG shall be 3 inches/5 inches. 11. • Joints should be staggered. No joints should be placed within wheel paths. 12. HMA should be compacted to between 92 and 96 percent of Maximum Theoretical Density. The surface shall be sealed with a finish roller prior to the mix cooling to 1850F. 13. Placement and compaction of HMA should be observed and tested by a representative of our firm. Placement should not commence until approval of the proof rolling as discussed in the Subgrade Preparation section of this report. Sub base, base course or initial pavement course shall be placed within 48 hours of approval of the proof rolling. If the Contractor fails to place the sub base, base course or initial pavement course within 48 hours or the condition of the subgrade changes due to weather or other conditions, proof rolling and correction shall be performed again. • CITY OF FORT COLLINS D-5 FOSSIL CREEK TRAIL UNDERPASS AND PEDESTRIAN BRIDGES CTLI T PROJECT NO. FC06000-125 a APPENDIX E PAVEMENT MAINTENANCE PROGRAM CITY OF FORT COLLINS FOSSIL CREEK TRAIL UNDERPASS AND PEDESTRIAN BRIDGES CTLIT PROJECT NO. FC06080-125 IF MAINTENANCE RECOMMENDATIONS FOR FLEXIBLE PAVEMENTS A primary cause for deterioration of pavements is oxidative aging resulting in brittle pavements. Tire loads from traffic are necessary to "work" or knead the asphalt concrete to keep it flexible and rejuvenated. Preventive maintenance treatments will typically preserve the original or existing pavement by providing a protective seal or rejuvenating the asphalt binder to extend pavement life. Annual Preventive Maintenance a. Visual pavement evaluations should be performed each spring or fall. b. Reports documenting the progress of distress should be kept current to provide information on effective times to apply preventive maintenance treatments. c. Crack sealing should be performed annually as new cracks appear. 3 to 5 Year Preventive Maintenance a. The owner should budget for a preventive treatment at approximate intervals of 3 to 5 years to reduce oxidative embrittlement problems. b. Typical preventive maintenance treatments include chip seals, fog seals, slurry seals and crack sealing. 3. 5 to 10 Year Corrective Maintenance a. Corrective maintenance may be necessary, as dictated by the pavement condition, to correct rutting, cracking and structurally failed areas. b. Corrective maintenance may include full depth patching, milling and overlays. - c. In order for the pavement to provide a 20-year service life, at least one major corrective overlay should be expected. 0 CITY OF FORT COLLINS FOSSIL CREEK TRAIL UNDERPASS AND PEDESTRIAN BRIDGES E-1 CTLIT PROJECT NO. FC06080-125 SECTION 00410 BID BOND KNOW ALL MEN BY THESE PRESENTS: that we, the undersigned ECI Site Construction Management, Inc. as Principal, and Employers Mutual Casualty Company as Surety, are hereby held and firmly bound unto the City of Fort Collins, Colorado, as OWNER, in the sum of $ Five percent(5%) of total bid - 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, 7664 Fossil Creek Trail Underpass at Trilby Road. 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. 0 1, 0 0 IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals 23rd this day of July 2014, and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers, the day and year first set forth above. PRINCIPAL Name: ECI Site Construction Management, Inc. Address: P. O. Box 2135 Loveland, CO 80539 By: Title: Vlcz--- ATTEST: (SEAL) SURETY Employers Mutual Casualty Company Ill Des Moines, lA 50306-0712 Title: Darlene Krings, Attomey-in-Fact (SEAL) AffEMC N0. A68695 INSURANCE P.O. Box 712 " Des Moines, IA 50306-0712 CERTIFICATE OF AUTHORITY INDIVIDUAL ATTORNEY -IN -FACT KNOW ALL MEN BY THESE PRESENTS, that: 1. Employers Mutual Casualty Company, an Iowa Corporation 2. EMCASCO Insurance Company, an Iowa Corporation 3. Union Insurance Company of Providence, an Iowa Corporation 4. Illinois EMCASCO Insurance Company, an Iowa Corporation 5. Dakota Fire Insurance Company, a North Dakota Corporation 6. EMC Property & Casualty Company, an Iowa Corporation 7. Hamilton Mutual Insurance Company, an Iowa Corporation hereinafter referred to severalty as "Company" and collectively as "Companies", each does, by these presents, make, constitute and appoint: DARLENE KRINGS, DIANE CLEMENTSON, JENNIFER WINTER its true and lawful attorney -in -fact, with full power and authority conferred to sign, seal, and execute its lawful bonds, undertakings, and other obligatory instruments of a similar nature as follows: ANY AND ALL BONDS and to bind each Company thereby as fully and to the same extent as if such instruments were signed by the duly authorized officers of each such Company, and all of the acts of said attorney pursuant to the authority hereby given are hereby ratified and confirmed. The authority hereby granted shall expire APRIL 1, 2015 unless sooner revoked. AUTHORITY FOR POWER OF ATTORNEY This Power-of-Attomey is made and executed pursuant to and by the authority of the following resolution of the Boards of Directors of each of the Companies at a regularly scheduled meeting of each company duty called and held in 1999: RESOLVED: The President and Chief Executive Officer, any Vice President, the Treasurer and the Secretary of Employers Mutual Casualty Company shall have power and authority to (1) appoint attorneys -in -fact and authorize them to execute on behalf of. each Company and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings.obligatory in the nature thereof; and (2) to remove any such attorney -in -fact at any time and revoke the power and authority given to him or her. Attorneys -in -fact shall have, power and authority, subject to, the terms and limitations of the powerof-attorney issued to them, to execute.and deliver do behalf of the Company, and to attach the seal of the Company the bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof, and any such instrument executed by anysuch attorney -in -fact shall be fully and in all respects binding upon the Company. Certification as to the validity of any power -of -attorney authorized herein made by an officer. of. Employers Mutual Casualty Company shall be fully and in all respects binding upon this Company. The facsimile or mechanically reproduced_ signature of such officerwhether made heretofore or hereafter, wherever appearing upon a certified copy of any power-of-attomey of the Company, shall be valid and binding upon the Company with the same force and effect as though manually affixed. IN WITNESS THEREOF, the Companies have caused these presents to be signed for each by,the ir officers as shown, and the Corporate seals to be hereto affixed this 30th day of JANUARY 2014 Seals SEAL•; L<; i; 1863P�'o- town `•�asu"^n'cp", d�,esuxq,y�:, :`Moiu41,. _W, SEAL-`�_ ` SEAL `_=W•SEAL `p ' •x IOWP x Rrh OPE-O,P •, 'EMINES \�, Bruce G. Kelley, hairman Michael Freel of Companies 2, 3, 4, 5 & 6; President Assistant Vice President of Company 1; Vice Chairman and CEO of Company 7 Motu r voll z a E KATHY LYNN LOVERIDGE Commission Number 790769 o My Commission Expires �s AC'p "Wir October 10, 2016 h day of JANUARY AD 2014 before me i and for the Stale of Iowa, personally appeared Bmce G. Kelley and Michael Freel, me duly swom, did say that they are, and are known to me to be the Chairman, e Chairman and CEO, and/or Assistant Vice President/Assistant Secretary, ' each of The Companies above; that the seals affixed to this instrument are the lrporations; that said instrument was signed and sealed on behalf of each of the authority of their respective Boards of Directors; and that the said Bruce G. Kelley reel, as such officers, acknowledged the execution of said instrument to be the nd deed of each of the Companies. In Expires October 10, 2016. Nota Public i and for the Slate of Iowa NEs, I CERTIFICATE I, James D. Clough, Vice President of the Companies, do hereby certify that the foregoing resolution of the Boards of Directors by each of the Companies, and this Power of Attorney issued pursuant thereto on JANUARY 30 2014 on behalf of. DARLENE KRINGS, DIANE CLEMENTSON, JENNIFER WINTER are true and correct and are still in full face and effect. In Testimony Whereof I have subscribed my name and affixed the facsimile seal of each Company this 23rd dayof July 1 9014 Vice President • r 1 L SECTION 00420 STATEMENT OF BIDDER'S QUALIFICATIONS All questions must be answered and the data given must be clear and comprehensive. This statement must be notarized. If necessary, questions may be answered on separate attached sheets. The Bidder may submit any additional information he desires. 1. Name of Bidder: ECI Site Construction Manaqement Inc. 2. Permanent main office address: 252614th St SE, Loveland, CO 80537- Mailing: PO Box 2135, Loveland, CO 80539 3. When organized: 4. If a corporation, where incorporated: State of Colorado, 2004 5. How many years have you been engaged in the contracting business under your present firm or trade name? 10 vears 6. Contracts on hand: (Schedule these, showing the amount of each contract and the appropriate anticipated dates of completion.) P'Proje'ct Name and S PIBtte RiverfVlsion Location: Denver�Co_I�orado Owner/Client, Contact City and County of Denver name and telephone #: Michael Bouchard, 720.913.0613 Contractor of Record, ECI Site Construction Management Inc contact name and Ian Mestdagh, 970.669.6291 telephone #: Architect: DHM Design Mark Wilcox, 720.493.3966 Facility Information Type of Facility: Waterway / Park Improvements Project Description: Renovation and upgrade existing park and shore stabilization along the S. Platte River at Habitat Park in Denver. Construction improvements to habitat and access to the river, upgrade trail and corridor, create education and play areas for the public. Schedule Information Construction Start Date: March 2014 Planned Substantial Completion Date: May 2015 Cost Information Awarded Contract Value $5,156,081 Project Name and '' ' Mehaffey, Park Ldcatioh: Loveland Colorado' Owner/Client, Contact City of Loveland name and telephone #: Janet Misel-Bums, 970.962.2451 Contractor of Record, ECI Site Construction Management Inc contact name and Amber Rathert, 970.669.6291 telephone #: Architect: Logan Simpson Design Inc Jana McKenzie, 970.449.4100 Facility Information Type of Facility: Park Development CWGC park project including two restroom buildings, several custom shelters, Project Description: multi -purpose fields, design -build skalepark, adventure playground, multiple lighted post -tension sports courts, site lighting, pond overlook, concrete and soft surface trails, curb & gutter, roadway, parking, extensive on -site and off -site utilities, plant material, sod and irrigation. Schedule Information Construction Start Date: September 2013 Planned Substantial Completion Date: Spring 2015 Cost Information Awarded Contract Value $10,598,132 (Through GMP #5) Project Name and Project x� CS North Houslri Dlstnct L•andsca a lm rovements , x a 9 p - Location a �_, w 3Amber Rathert?97.0.669 6291 y� ,«� Owner/Client, Contact Colorado State University — Facilities Mgmt name and telephone #: Tony Flores, 970.491.4099 Contractor of Record, ECI Site Construction Management Inc contact name and Amber Rathert, 970.669.6291 telephone #: Architect: Russell + Mills Studios Craig Russell, 970.484.8855 Facility Information Type of Facility: Landscape and Site Improvements Project consists of site and landscape construction adjacent to Westfall Hall and the Project Description: Corbett Hall interior courtyard. Approx. 3.4 acres including demo, grading and earthwork, planting, irrigation, boulder placement, concrete, crusher fines, custom trellis with swing and lightng. Special consideration needed to allow un-disrupted access to the resident halls and exterior areas. - Schedule Information Construction Start Date: April 2014 Planned Substantial Completion Date: August 2014 Cost Information Awarded Contract Value $1,325,834 • E 7. General character of Work performed by your company: Demolition, Dewatering, Earthwork, Site Grading, Over -excavation /Compaction, Trail and asphalt subgrade area, Base course, Minor utilities, conduits, incidental concrete, pavers, crusher fines trails, site amenities, layout and scheduling. 8. Have you ever failed to complete any Work awarded to you? If so, where and why? 9. Have you ever defaulted on a contract?. If so, where and why?. 10. Are you debarred by any government agency? No If yes list agency name. 11. List the more important projects recently completed by your company, stating the approximate cost of each, and the month and year completed, location and type of construction. • 40 ProjectrName'and' " ` kSpring Canyon Community�Paik�. W. - c� '' £" tLocatlon Fort ColhnsiColorad0 Owner/Client, Contact City of Fort Collins name and telephone #: Kathleen Benedict, 970.224.6096 Contractor of Record, ECI Site Construction Management Inc contact name and Rick Coulter, 970.669.6291 telephone #: Architect: BHA Design Roger Sherman, 970.223.7577 Facility Information Type of Facility: Park Development This 100 acre park is the second largest in the City of Fort Collins. It is the first Project Description: iniversally accessible playground for children with disabilities.. This was done in alliance with Shane's Inspiration Playground Organization. The inspiration adventure _area has separate age appropriate playgrounds with a splash park and an innovative -- hotcrete designed "Sleeping Giant" that snores when you tickle his nose. The uildings on this site are inclusive of a restroom facility, park shelters, and a _'maintenance building. There are lighted tennis and basketball courts, baseball and occer fields, while a post -tension inline hockey rinkaddsmuch diversity. roject included a 60 LF Structural Plate Culvert at the entrance. Schedule Information Construction Start Date: April 2006 Actual Substantial Completion Date: October 2007 Cost Information Awarded Contract Value $11,514,848 Number of Change Orders Claimed 50 Final Construction Cost $12,510,294 • 0 • • r1 U Project Name and �Meh'affevlP.ark Owner/Client, Contact name and telephone #: City of Loveland Janet Misel-Burns, 970.962.2451 Contractor of Record, contact name and ECI Site Construction Management Inc Amber Rathert, 970.669.6291 Architect: Logan Simpson Design Inc Jana McKenzie, 970.449.4100 Facility Information Type of Facility: Park Development Project Description: Project is still under construction; however, we have completed installation of 83 LF of 4' x 7' RCBC under the south entrance drive with grouted structures on the upstream side, along with planted soil riprap at outlet We also installed a 5' x2' precast RCBCIow water crossing. Project will also include for than 120,000 SF of 10', 8' and 6' concrete path. Schedule Information Construction Start Date: September 2013 Planned Substantial Completion Date: Spring 2015 Cost Information Awarded Contract Value $2,569,738 (Preconstruction & GMP #1) Number of Change Orders Claimed Final Construction Cost $10,598,132 (Through GMP #5) 31 603 24Inch Reinforced Concrete Pie LF 50 50 $ 32 604 Precast Concrete Area Inlet EA 11 $ 33 604 Manhole (48-inch) EA 22 r128 $ 34 606 Bride Rail T a 10 LF 0128 $ 35 606 Guardrail Transition Type 3H EA 1 0 1 $ 36 606 Guardrail Transition Type 3G EA 1 0 1 $ 37 606 Guardrail Straight Flare End Anchor EA 1 0 1 $ 38 606 Guardrail End Type 3D EA 1 0 1 $ 39 607 Wooden Rail Fence LF 269 0 269 $ 40 608 8'Concrete Bikeway IS Inch) SY 1 430 0 430 $ 41 608 11YConcrete Bike.ay ISInch) SY 5537 0 5537 1 $ 42 608 Access Ramp w/Truncated Domes EA 2 0 2 $ 43 609 2' Concrete Pan if 31 0 31 $ 44 609 Hollywood Curb&Gutter LF 80 0 80 $ 45 613 U hting5ystem LS 1 0 1 1 $ 46 614 ISigns EA 6 0 6 1 $ 47 619 12 Inch PVC C-900 Waterline LF 150 0 150 $ 48 619 12 Inch 45` Horiz. Bend w/Thrust Block EA 4 0 4 $ 49 619 Air Relief Valve EA 1 0 1 $ 50 626 Mobilization LS 1 0 1 $ 51 627 lPavement Markings SF 108 0 108 $ 52 628 Bridge Girderand Deck Unit(40foot) EA 0 1 1 $ 53 628 Bridge Girderand Deck Unit 100foot) EA 0 1 1 $ 54 630 Traffic Control LS 1 0 1 $ „55 63.s Pedestnan BrideAtutinent(40 foot Bride) EA Y...-0 -2 ,: r2 - ,56 a .,, 631 �' Pedestnan Biid eAbutmerit �100 foot Bridge)„ _'- EA 0 2 d ' $ TOTAL BASE BID $ • CJ Addendum 1 — 7664 Fossil Creek Trail Underpass at Trilby Road Page 3 of 12 Project Name and Downtown Infrastnicture Imp "rovements II,Icatlon �-,-, Morgan_Colorado , ,Fort Owner/Client, Contact City of Fort Morgan name and telephone #: Bradley Curtis, 970.542.3901 Contractor of Record, ECI Site Construction Management Inc contact name and Mike Paetzel, 970.669.6291 telephone #: Architect: S.E.H. Rick Coldsnow, 720.540.6800 Facility Information Type of Facility: Civil Roadway and Amenities Project Description: The City of Fort Morgan selected ECI to overhaul the city's main thoroughfare, above and below ground, to alleviate street flooding during storm events and beautify two locks of the downtown area. The $3.3 million project was completed in just 88 days and was sequenced to keep the downtown businesses open and minimize traffic ongestion. This project included installation of waterline, storm drain, concrete idewalks, 17,000 square feet of permeable pavers, flyash subgrade stabilization and WP�..V41 sphalt roadways, in addition to all beautification of the downtown area. latte Ave irrigation box culvert replacement: 87 LF 3'x 4'box culvert @ the ntersection of US34 and Main Street (Platte Ave), including diversion of irrigated ter andtraffic control. Schedule Information Construction Start Date: June 2009 Actual Substantial Completion Date: August 2009 Cost Information Awarded Contract Value $3,185,356 Number of Change Orders Claimed 1 Final Construction Cost $3,298,417 n u • 0 n u `"Name and Project Lowry Sports Complex Location: Denver.Colorado Owner/Client, Contact Lowry Redevelopment Authority name and telephone #: Roger Wingate, 303.343.0276 Contractor of Record, ECI Site Construction Management Inc contact name and Mike Paetzel and Rick Coulter, 970.669.6291 telephone #: Architect: Wenk and Associates Paul Thomas, 303.628.0003 Facility Information Type of Facility: Sports Complex with Synthetic Fields This project was completed as part of the redevelopment of the Lowry Air Force Base Project Description: It was designed and built to include multi -purpose soccer, lacrosse, and football fields This contract included the installation of the City of Denver Park's first two synthetic turf championship soccer fields with under drain systems and Musco field lighting This park is enhanced by many features, a few of which are the decorative colored - ! oncrete plazas, crusher fines walking trails, and the custom picnic shelters. EC tabilized the adjacent dam faces with native grasses to establish a natural relation etween the water and the bank. The final touches to this project were the parkin areas, site amenities, trees, shrubs, and installation of the sod with complete site rrigation. Extension of 10 LF precast boxes and CIP headwalls for bridge crossing at Westerly reek and Sports Blvd. Included water diversion of Westerly Creek__ „ Schedule Information Construction Start Date: January 2006 Actual Substantial Completion Date:, June 2007 Cost Information Awarded Contract Value $3,172,716 Number of Change Orders Claimed 29 Final Construction Cost $4,972,575 0 Project Name and Y' VaImo�Parkland.Wonde�land Channelz �Locatlon„ S« �_gBoulderColorado," a ,� Owner/Client, Contact City of Boulder name and telephone #: Maureen S itzer,303.413.7226 Contractor of Record, ECI Site Construction Management Inc contact name and Rick Coulter, 970.669.6291 telephone #: Architect: ASCG Brian Chevalier, 303.458.5550 Facility Information Type of Facility: Park and Waterway Project Description: CI worked closely with the City of Boulder throughout this project when the Ci ieeded to redesign plans to avoid intruding on sensitive wildlife habitats. To keep the roject moving smoothly during the unexpected redesign, ECI held the project ope he winter of 2001-2002. This gave the City time to complete the updated designs i rder for ECI to finish the project. Specific work on this community park included: Earthwork and utility installation Intensive site drainage Concrete trails and asphalt parking lot All site electrical, signage, and site amenities Pedestrian foot bridges, feature boulders, and rock walls Pavers with landscaping, sod, seed, and irrigation Extension of 20 LF twin box culvert and headwalls adjacent to Valmont Road. Included water control of Wonderland Channel. Schedule Information Construction Start Date: March 2001 Actual Substantial Completion Date: April 2002 Cost Information Awarded Contract Value $2,015,978 Number of Change Orders Claimed 1 Final Construction Cost $2,237,584 • A CJ Project`Name and s' Lo%cation: d Ralston Central Park ArvadMr abColorado '"" Owner/Client, Contact name and telephone #: City of Arvada Mike Lee, 720.898.7000 Contractor of Record, contact name and telephone #: ECI Site Construction Management Inc Ian Mestdagh, 970.669.6291 Architect: DHM Design Matthew Whipple, 720.763.3969 Type of Facility: Park Development Project Description: Construction of a new regional park including parking, playgrounds, splashpad, restroom building, 2 custom shelters, site furnishing, landscaping and irrigation. This project is along a minor waterway which was affected by the September, 2013 floods. Construction was briefly diverted for clean up and restoration by our crew. Schedule Information Construction Start Date: May 2013 Actual Substantial Completion Date: May 2014 Cost Information Final Construction Cost $5,268,729 ProjecftJan e a d Marg ret Carpenter Regional Park Location Thornton Colorado Owner/Client, Contact City of Thornton name and telephone #: Diane Van Fossen 303.255.7843 Contractor of Record, ECI Site Construction Management Inc contact name and Ian Mestdagh, 970.669.6291 telephone #: Architect: DHM Design Mike Gasper, 303.892.5566 Type of Facility: Park Development Project Description: The project includes an array of amenities; post -tension basketball and tennis court with lighting, bocce ball and shuffle board courts, professional sand volleyball pit, horseshoe pits, 500seat amphitheater with concrete seating, adesign-build street course and vertical -orientated skatepark, a rubber surface. playground and a splash park. The site also includes a.number of facilities; a pedal boat rental house with attached dock, an indoor carousel, two restrooms buildings and a concession building. Additional site construction included asphalt parking, curb/gutter, water utilities, stormwater system, sanitary sewer utilities, irrigation pumping system, and $1.5 million of landscape and irrigation. Schedule Information Construction Start Date: August 2011 Actual Substantial Completion Date: January 2014 Cost Information Final Construction Cost $11,487,377 Project Name and MAX/BRT Project = Mason Corridor Location: Fort Collins Colorado Owner/Client, Contact City of Fort Collins name and telephone #: Subcontractor to Concrete Express Inc. Contractor of Record, ECI Site Construction Management Inc contact name and Brandon Hylton, 970.669.6291 telephone #: Type of Facility: Transportation Project Description: ECI Site Construction Management, Inc. was solely responsible for the fabrication and installation of the 19 stations. MAX stations offer visual and audio announcements and also house ticket vending machines to allow quick boarding. Digital signage also displays current news, weather forecasts and emergency alerts. Each station includes significant, custom designed panels and details as part of the Art In Public. Places program. In addition to project oversight and self -performed work, ECI managed several subcontractors to ensure that the project stayed on time, in sync; and within budget. Schedule Information Construction Start Date: September 2012 Actual Substantial Completion Date: February 2014 Cost Information Final Construction Cost $4,311,027 Project Name and kLp Cherry ie Creek Improvementsii a_t Eco Park 12}feb"x Centenrnal en i Y f �''2erp r Colorado X", £ i, Owner/Client, Contact Urban Drainage Flood Control Dist. name and telephone #: Rich Borchardt, 303.455.6277 Contractor of Record, ECI Site Construction Management Inc contact name and Ian Mestdagh, 970.669.6291 telephone #: Type of Facility: Waterway Improvements A new mile -long channel was created to divert Cherry Creek, 14,000 tons of rock Project Description: were installed in the original channel area, excavation of 60,000 cubic yards of soil, placing more than 12,000 cubic yards of concrete grade control structures and 300,000 s.f. of Coir Erosion Control Blanket. Schedule Information Construction Start Date: August 2012 Actual Substantial Completion Date: August 2013 Cost Information Final Construction Cost $3,291,572 • 0 • Project Nam nand Parkfiela Lrke Park Phase 3 Location: Denver Colorado Owner/Client, Contact City and County of Denver name and telephone #: Jay Henke, 720.913.4501 Contractor of Record, ECI Site Construction Management Inc contact name and Sean Reynolds, 970.669.6291 telephone #: Type of Facility: Park Development Project Description: Large regional park includes various types of recreational areas including a restroom/maintenance facility, a synthetic turf football field with concrete bleachers, skate plaza style skatepark, numerous sod sports practice areas, a baseball field, site lighting, and a large fenced dog park. Additional amenities include adventure playgrounds, a climbing wall, an intricate splash park, custom shade and picnic shelters, and a natural amphitheater installed for entertaining and events. Additional site improvements include numerous colored concrete walkways, structural retaining walls, metal fabricated guardrails, and a large asphalt parking. Schedule Information Construction Start Date: July 2010 Actual Substantial Completion Date: October 2011. Cost Information Final Construction Cost $8,533,266 12. List your major equipment available for this contract. EQUIPMENT CHARGE RATE OPERATOR RATE TOTALBASE RATE TOTAL W/OVERTIME Caterpillar930H Wheeled Loader $90.00 $55.00 $145.00 $156.00 Volvo L70 Loader $90.00 $55.00 $145.00 $156.00 CASE Backhoe 580SK $60.00 $55.00 $115.00 $126.00 BobcatG430U Mini Excavator $50.00 $48.00 $98.00 $107.60 Caterpillar 299C Tracked Skid Steer $65.00 $55.00 $120.00 $131.00 Caterpillar 246CSkid Steer $55.00 -$48.00 $103.00 $112.60 Ford F750 Water Truck $45.00 $35.00 $80.00 $102.60 FL70 Dump Truck $45.00 $38.00 $83.00 $102.60 John Deere 790 Tractor w/ attachment $30.00 $48.00 $78.00 $87.60 Volvo EC160D Track Excavator $115.00 $55.00 $170.00 $181.00 Volvo EC220 Track Excavator $125.00 $55.00 $180.00 $191.00 13. Experience in construction Work similar in importance to this project: ECI has over30 years 14. Background and experience of the principal members of your organization, including officers and key personnel to be assigned to the project: 0 SITE CONSTRUCTION MANAGEMENT Brian Peterson President Overview Brian founded ECI in 1980 as a landscape and irrigation company. In 1983 the business was incorporated and has since evolved into Education a general contractor specializing in horizontal construction and Associates of specialized structures. He uses his wealth of experience and ECI Horticulture-1978 team members to ensure smooth project delivery. Experience Summary Over the years Brian has worked in every facet of the company and is well versed in the ways of the industry. Brain currently assists in estimating on upcoming projects as required. His responsibilities have evolved into an advisory roll in these areas, and he now fo- cuses his efforts in the marketing and development of the com- pany. Brian also reviews all company financials monthly and is in- volved in maintaining adequate insurance and confirming bonding levels are met. SITE CONSTRUCTION ' MANAGEMENT Ted Johnson, VP Pre -Construction Manager/Lead Estimator Years of Experience Overview Hired by ECI: 1999 Ted has been an integral part of ECI for the past 15 years. He Other Firms: 1 Years is involved in company development, leads the preconstruction ser- Education vices and oversees the estimating department. Ted has been actively Bachelor of Science involved in all CM/GC negotiations and construction management Construction over the last five years. His knowledge and experience in Civil Management construction, site development, project estimating and contract re - Colorado State University view make him an asset to the team. 1999 Ted excels at working with project Owners on complex CM/GC pro - Position ject which include multiple Guaranteed Maximum Price (GMP) pack- ECI Vice President ages. Ted has worked along side City staff; architects and engineers Areas of Expertise to value engineer the various project designs. Consecutively he over- . Value Engineering sees the construction management of all projects in production. Communication Project specific Experience: Contract Management Fort Morgan Downtown Infrastructure Imp. "$3,298,417 GMP Packages )luton St. Imp. / Croke Res. Shoreline—CM/GC $3,446,556 certifications Lowry East Neighborhood Park $735,890 30 Hour OSHA Lowry Sports Complex $4,972,574 Central Park Playground $1,439,567 Spring Canyon Community Park $12,510,294 Loveland Youth Sports Park—CM/GC $6,586,652 St. Wain Greenway Phase VI $1,038,901 Broomfield County Commons Park—CM/GC $10,359,994 CSU Transit Center $1,892,216 Most Recent Experience Hired by ECI: 2002 Education Mesa State College- 1997-1999 Certifications 10 Hour OSHA C� SITE CONSTRUCTION MANAGEMENT Selina Cook Secretary/Treasurer, CFO Overview Chief Financial Officer and Controller, Selina is directly in charge of the production of day to day and monthly financials, management of ECI's cash flow, budgets and accounts. Further responsibilities include standard & certified payroll,.insurance & subcontract ad- ministration, human resources and daily accounts payable/ receivable duties. Selina also coordinates all project administra- tion, which includes cost control analysis, project budget, and con- tract documentation. Experience Summary Selina has worked in construction accounting for approximately 13 years. Selina began her career in construction doing accounting for a commercial and residential metal fabrication company, before ECI, where she has been for 11 years now and in charge of all fi- nances for the company. ` Professional Experience: Quickbooks Certified Foundation Construction Accounting Software Training Human Resources / Risk Management Training Risk Management. Symposiums Safety Coordination Training OSHA Training Insurance Document Control Training CPR Certified EXHIBIT 2 — QUESTIONS & ANSWERS (1) Can a four-sided box be used as an approved alternate for the underpass structure? No, please bid according to the contract docs. (2) Is there any way to itemize the Helical Piers for the 40' bridge as its own bid item so it can be measured and paid by the LF? This will help remedy any source of contention down the road since the required depths are unknown to meet the torque specs. A new bid item will be added for the helical piers. (3) Can the 12" caissons also be broken out as its own separate item just in case we need to go deeper than expected? A new bid item will be added for the 12" caissons. (4) There doesn't seem to be a toe wall associated with the box culvert. Is this correct? The toe wall is only required at the wingwalls, see detail D on sheet SO4. (5) It is understood that the city will be providing construction surveying. Will the city • also be doing the certified as-builts that is needed to meet the floodplain requirements? • Yes, the City will be doing the as -built surveying to meet floodplain requirements. (6) To clarify, the bid item "Precast Concrete Underpass System' is just for the material of the precast concrete and item "Precast Concrete Erection" includes the setting of this system. Is this correct? Correct, delivery of the materials should be considered incidental to either bid item. (7) Please clarify what is all in the bid item, "Concrete Class D (Wall)." Other than the bridge abutments (which is way less than 67 CY), I don't see any structural concrete on the plans. The Concrete Class D (Wall) quantity should be zero. The Reinforcing Steel item quantity should also be zero. The wingwalls are included in the Precast Concrete Underpass System item. Topping concrete within the underpass will be included in the 10' Concrete Bikeway item (discussed below in #8). Concrete and reinforcing for bridge rail curbs should be considered a part of the Bridge Rail Type 10 (Special) item. Addendum 1 — 7664 Fossil Creek Trail Underpass at Trilby Road Page 4 of 12 Years of Experience Hired by ECI: 2012 Other Firms: 7 years Education Bachelor of Science in Construction Mgmt - Colorado State University Certifications 30 Hour OSHA � SITE CONSTRUCTION r MANAGEMENT Jabin Bebo Project Manager Overview Jabin has more than 9 years of estimating and project management experience with over 14 years of experience in the civil construction industry. He holds a Bachelor's Degree in Construction Management from Colorado State University. His daily responsibilities include estimating, project managing, con- tract negotiations, and working hand in hand with owners, architects and engineers in design/build concepts, Value Engineering, and the CMGC processes. Having worked with numerous municipalities and governmental agencies, he is well versed in their respective rules and regulations and understands their expectations. Jabin not only strives to deliverquality projects that are beneficial to both the owner and ECI, he recognizes that personal relationships go long way and values their importance. Project Specific Experience: .Ralston Central Park (Asst. PM) $5,268,730 S. Platte River Vision (Asst. PM) $5,156,080 Monfort Park Pond Liner $ 391,883 Habitat for Humanity -Sable Ridge Lot 7 $1,462,137 (Asst. PM) Cherry Creek Improvements at Eco Park $3,291,571 (Asst. PM) a EA Cl • -. SITE CONSTRUCTION ' MANAGEMENT Scott Shaffer Project Superintendent Overview Years of Experience Scott has worked with ECI for over four years and quickly graduated Hired by ECI: 2009 from an expert equipment operator to assistant superintendent to Other Firms: 8 Years project superintendent. His prior construction experience includes Education extensive earthwork, excavation, utility installation, and concrete Bachelor of Science flatwork. As a project superintendent, Scott's responsibilities include Construction coordination of ECI field staff and subcontractors, scope prioritiza- Management tion, construction observation; daily reports, as -built drawings, and Colorado State University schedules. 2009 Scott's prior experience has been invaluable to coordinate the mas- Certifications sive and strategic earthwork requirements of our projects. Scott has Class "A" CDL with earned the respect of owners, ECI staff, and subcontractors alike due tanker endorsement to his construction skills and unparalleled work ethic. OSHA 30 Hour Areas of Expertise Project Specific Experience: ECI Field Staff Management S. Platte River Vision $5,156080 Subcontractor Ralston Central Park $5,268,730 Coordination Habitat for Humanity —Sable Ridge Lot 7 $1,462,137 Equipment Operation Cherry Creek Improvements at Eco Park $3,189,662 Aims Community College Pedestrian Promenade $3,015,549 Savery Farms Open Space $ 344,238 Berkeley Lake Drainage Improvements $2,331,414 Lowry East Open Space/Drainage $1,725,000 Centennial Park $3,010,731 Fort Morgan Downtown Improvements $3,298,417 SITE CONSTRUCTION (�:R_) MANAGEMENT Dave Maes Superintendent Overview Years of Experience Hired by ECI: 2013 Dave has a diverse background in both the construction and law en - Other Firms: 12 Years forcement fields. He recently came to ECI from a local civil contrac- Education for where he was a foreman and project manager. Dave's prior ex - University of Northern perience includes knowledge of heavy equipment, supervision of nu - Colorado —BA in Sociol- merous crews, and the ability to read and understand plans and ogy, Minor in Psychology specifications. His skills include pipe installation, heavy equipment operator, concrete work, masonry and customer service. Strengths Technical Knowledge As one of our superintendents Dave is responsible for the daily sub - Organizational Skills contractor, labor schedules on the jobsite, along with maintaining a Attention to Detail safe and effective work site. Being flexible and able to operate under pressure in a deadline driven environment is a valuable trait to ECI. • Certifications 30 Hour OSHA Project Specific Experience: S. Platte River Vision Ralston Central Park $5,156;080 $5,028,000 11 • SITE CONSTRUCTION (�Zaeo__ MANAGEMENT Karl Bergersen Foreman / Equipment Operator Years of Experience Hired by ECI: 2014 Karl came to ECl from a local civil contractor where he was a foreman Other Firms: 15 Years and experienced equipment operator. Directing surveyor crews, ana- Strengths lyzing Geo Tech reports, streamlining subcontractor and site inspec- Technical Knowledge tions continue to be a part of Karl's day to day responsibilities. Jobsite Organization As one of ECI's most experienced equipment operators he is often Attention to Detail responsible for assisting earthwork subcontractors with delicate, time sensitive grades, ditch work and flood repairs. Certifications 30 Hour OSHA Karl's vast equipment experience includes the operation of G, H and 24 Hour MSHA M Series Blades with GPS grade control systems, Scrapers, Dozers and Loaders, to name a few. Project Specific Experience: CSLI North Housing District $550,326 Centerra Motorplex Display Pad $120,672 Mehaffey Park - Loveland $10,598,132 15. Credit available: $ 250 000.00 16. Bank Reference: The HomeStoteBonk — Cindy Lopez — 970.669.4040 935 N. Cleveland Avenue, Loveland CO 80537 17. Will you, upon request, fill out a detailed financial statement and furnish any other information that may be required by the OWNER? yes 18. Are you licensed as a General Contractor? yes MAJOR ACTIVITY QUALIFICATIONS LICENSES C1-234 Bus Transit Stations Contractor City of Fort Collins Building Contractor — Park -Site Development Class B 5672 City of Loveland Site Reclamation and Building Contractor - 237718 City and County Restoration Class B of Denver 19. Do you anticipate subcontracting Work under this Contract? yes If yes, what percent of total contract? 75-85% • And to whom? ECI has relationships with various subcontractors along the Front Range. Those include: Connell Resources, Hirschfeld Backhoe & Pipeline, Christopher Concrete, Asphalt Specialties, Central Denver Ironworks, Thoutt Bros. Concrete Contractors, Naranjo Civil Constructors, Earth Services & Abatement and National Electrical Construction, 20. Are any lawsuits pending against you or your firm at this time? No, also No Defaulted Contracts or Debarments IF yes, DETAIL 21. What are the limits of your public liability? DETAIL See the following Insurance certificate 22. What are your company's bonding limitations? $12M Single Proiect, $20M Multi Proiect 0 23. The undersigned hereby authorizes and requests any person, firm or corporation to furnish any information requested by the OWNER in verification of the recital comprising this Statement of Bidder's Qualifications. Dated at Loveland. CO this 23rd day of Title: Vice President State of Colorado County of 2014_ Printed: Theodore B. Johnson / /)���)(i�e //I_/t / !� being duly ssworrn/deposess and says that he • is 4/Ce /7eSCa. zI/L7�' of E6161`f L 7/GLGrllJ7Z yjCfl l,L%77��z-� (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 CU 'day of `= 20/�/ 7 Notary Public My commission expires: is (Seal) SELINA M. COULTER NOTARY PUBLIC STATE OF COLORADO NOTARY ID 20044035522 MY COMMISSION EXPIRES OCTOBER 1 2016 SECTION 00430 SCHEDULE OF SUBCONTRACTORS List all subcontractors for the work items listed below and all subcontractors performing over 15% of the contract. ITEM SUBCONTRACTOR r� U SECTION 00500 AGREEMENTFORMS 00510 Notice of Award 00520 Agreement 00530 Notice to Proceed U SECTION 00510 NOTICE OF AWARD DATE: August 15, 2014 TO: ECI Site Construction Management PROJECT: 7664 Fossil Creek Trail Underpass at Trilby Road OWNER: CITY OF FORT COLLINS (hereinafter referred to as "the OWNER") You are hereby notified that your Bid dated July 23, 2014 for the above project has been considered. You are the apparent successful Bidder and have been awarded an Agreement for 7664 Fossil Creek Trail Underpass at Trilby Road. The Price of your Agreement is One Million Two Hundred Eighty -One Thousand Three Hundred One Dollars and Ninety -Two Cents ($1,281,301.92), in accordance with the total base bid in words stated on the bid schedule. 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 September 2, 2014. 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 Contract Documents attached. Citv of Fdllijollins OWNER By: _TM YA Gerry S. Paul Director of Purchasing & Risk Management 0 • SECTION 00520 AGREEMENT THIS AGREEMENT is dated as of the 15th day of August in the year of 2014 and shall be effective on the date this AGREEMENT is signed by the City. The City of Fort Collins (hereinafter called OWNER) and ECI Site Construction Management (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 7664 Fossil Creek Trail Underpass at Trilby Road. ARTICLE 2. ENGINEER The Project has been designed by Interwest Consulting Group. City of Fort Collins Park Planning Department is hereinafter called ENGINEER and 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 Twenty(120) 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 Thirty (30) 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 Dollars ($1 0• Q0.00) for each calendar day or fraction thereof that expires after the One Hundred Twenty (120) calendar day 0 (8) Are the bridge abutments incidental to the bridge bid items or they included in the • "Concrete Class D (Wall)?" A new bid item will be added for the bridge abutments. (9) In regards to the cast in place concrete topping inside the box, in what bid item is this getting paid? The concrete topping inside the box shall match the 10' Concrete Bikeway and that quantity is included with that item. (10) On Sheet C13, there is a reference to a Bentonite Blanket. Where does this get paid and what are the specs? The Bentonite Blanket will not be required. (11) Is a 404 permit required for this project? Yes, the Owner has acquired a Nationwide Permit No. 14 for the project. The CONTRACTOR is responsible for 100% compliance of all work accomplished in accordance with the terms and conditions of the nationwide permit. (12) Does asphalt need Flyash? No . (13) Will CDOT be reviewing and approving the bridge drawings? No r1 \J Addendum 1 — 7664 Fossil Creek Trail Underpass at Trilby Road Page 5 of 12 period for Substantial Completion of the Work until the Work is Substantially Complete. 2) Final Acceptance: After Substantial Completion, Three Hundred Dollars ($300.00) for each calendar day or fraction thereof that expires after the Thirty (30) 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: One Million Two Hundred Eighty -One Thousand Three Hundred One Dollars and Nintey-Two Cents $1,281,301.92), 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 0 • 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. iIL 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. • 0 • 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 NO. DESCRIPTION OF SHEETS C1 COVER SHEET C2 GENERAL NOTES C3 SUMMARY OF QUANTITIES • C4 TRAIL TYPICAL SECTIONS C5 OVERALL PROJECT MAP C6 C7 AS -BUILT UTILITY RELOCATION PLAN C8 REMOVAL PLAN C9 UTILITY RELOCATION PLAN & PROFILE C10 GEOMETRIC LAYOUT C11-C19 TRAIL PLAN & PROFILE C20-C22 EROSION CONTROL PLAN C23-C31 TRAIL CROSS SECTIONS C32-C37 CONSTRUCTION DETAILS C38 SIGNING AND STRIPING PLAN C39 ROAD CLOSURE DETOUR ROUTE C40 ENGINEERING GEOLOGY S0l GENERAL NOTES S02 UNDERPASS GENERAL LAYOUT S03 PRECAST SEGMENT LAYOUT SO4 PRECAST DETAILS S05 BRIDGE RAIL DETAILS S06 MISCELLANEOUS DETAILS S07-S08 PEDESTRIAN BRIDGE ABUTMENT DETAILS El •E4 ELECTRICAL SITE PLAN AND DETAILS The Contract Drawings shall be stamped "Final for Construction" and dated. Any revisions made shall be clearly identified and dated. 0 7.4. Addenda Numbers 1 to 1, 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: CITY OF 0 MANAGER GERRY S. PAUL DIRECTOR OF PURCHASING AND RISK MANAGEMENT Title: Vt Date: lam`' Attest: City Clerk Address for giving notices: P. O. Box 580 Fort Collins, CO 80522 p roved as to Form As s nt City Attorney CONTRACTOR: ECI SITE CONSTRUCTION MANAGEMENT --7'id ` L_ . PRINTED Title: Aw. -/ is 4 Date: d �"l m (CORPORATE SEAL) Atte : Address for giving notices: "r ARMY License No.: SECTION 00530 NOTICE TO PROCEED Description of Work: 7664 Fossil Creek Trail Underpass at Trilby Road To: ECI Site Construction Management 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 Title: ACKNOWLEDGMENT OF NOTICE Receipt of the above Notice to Proceed is hereby acknowledged this _day of 20_ CONTRACTOR: ECI Site Construction Management By: 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 lJ* i • • SECTION 00610 PERFORMANCE BOND Bond No. S395314 KNOW ALL MEN BY THESE PRESENTS: that ECI Site Construction Management PO Box 2135, Loveland, CO 80539 (an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal' and (Finn) ECI.Site Construction Management, Inc., (Address) P. 0. Box 2135, Loveland, CO 80539 hereinafter referred to as "the Surety", are held and firmly bound unto City of Fort Collins. 300 . Laporte Ave. Fort Collins. Colorado 80522 a (Municipal Corporation) hereinafter referred to as the "OWNER", in the penal sum of One Million Two Hundred Eighty -One Thousand Three Hundred One Dollars and Nintev-Two Cents ($1.281.301.92) 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 15th day of Au us 20jA, a copy of which is . hereto attached and made a part hereof for the performance of The City of Fort Collins Project, 7664 Fossil Creek Trail Underpass at Trilby Road. 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 Surely Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. • • EXHIBIT 3 — DESCRIPTION OF REVISIONS I. Revisions to the Plans/Bid Tab: A. BID TAB - The bid schedule has been amended as follows: • ADDED — item 503 Helical Piers (40' Bridge) • ADDED — item 503 Drilled 12" Caisson (100' Bridge) • DELETED — item 601 Concrete Class D (Wall) • DELETED — item 602 Reinforcing Steel • ADDED — item 631 Pedestrian Bridge Abutment (40 foot Bridge) • ADDED — item 631 Pedestrian Bridge Abutment (100 foot Bridge) • DELETED — F/A Erosion Control C. SHEET C3 — Summary of Approximate Quantities has been revised and attached. D. SHEET C13 — has been revised. Bentonite blanket note has been removed. E. SHEET S05 — has been revised. Note 7 has been revised to include concrete and reinforcing for the bridge rail curbs. II. Revisions to the Project Contract Documents: A. The Project Special Provisions table of contents has been updated B. A new project special item has been added to the project under section 631: • Pedestrian Bridge Abutment • This Special has been ADDED. It is intended to apply to both of the pedestrian bridges abutments. Addendum 1 — 7664 Fossil Creek Trail Underpass at Trilby Road Page 6 of 12 n U IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this 20th day of August 201! . Principal ECI Site Construction Management, Inc. i�fi S :estncf; J Vlr.v� Q'Res+nt�T {Title) u CJ u SECTION 00615 PAYMENT BOND Bond No. S395314 KNOW ALL MEN BY THESE PRESENTS: that ECI Site Construction Management PO Box 2135, Loveland, CO 80539 (an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal" and (Firm) Employers Mutual Casualty Company (Address) P.O. Box712, Des Moines, lA 50306-0712 hereinafter referred to as "the Surety", are held and firmly bound unto the City of Fort Collins. ` 300 Laporte Ave. Fort Collins. Colorado 80522 a (Municipal Corporation) hereinafter referred to as "the OWNER", In the penal sum of One Million Two Hundred Eighty -One Thousand Three Hundred One Dollars and Ninety -Two Cents ($1.281.301.92) 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 15�tt day of Au us , 2014. a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins Project, 7664 Fossil Creek Trail Underpass at Trilby Road.:. 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. r-j L.J IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this 20th day of Annimt 2014. Principal ECI Site Construction Management, Inc. T'¢e3,ntnif- (Title) (Corporate Seal) P. 0. Box 2135, Loveland, CO 80539 (Address) IN PRESENCE OF: Other Partners By: By: IN PRESENCE OF: Surety Employers Mutual Casualty Company & t. Diane Clementson, Attorney -in -Fact Witness P.O. Box 712, Des Moines, IA 50306-0712 (Address) Partnership, all partners should execute Bond. n L-A Ll /EMC N0. A68704 INSURANCE P.O. Box 712 • Des Moines, IA 50306-0712 CERTIFICATE OF AUTHORITY INDIVIDUAL ATTORNEY -IN -FACT ALL MEN BY THESE PRESENTS, that: 1. Employers Mutual Casualty Company, an Iowa Corporation 2. EMCASCO Insurance Company, an Iowa Corporation 3. Union Insurance Company of Providence, an Iowa Corporation 4. Illinois EMCASCO Insurance Company, an Iowa Corporation 5. Dakota Fire Insurance Company, a North Dakota Corporation 6. EMC Property & Casualty Company, an Iowa Corporation 7. Hamilton Mutual Insurance Company, an Iowa Corporation hereinafter referred to severally as "Company" and collectively as "Companies", each does, by these presents, make, constitute and appoint: DARLENE KRINGS, DIANE CLEMENTSON, JENNIFER WINTER its true and lawful attomey-in-fact, with full power and authority conferred to sign, seal, and execute its lawful bonds, undertakings, and other obligatory instruments of a similar nature as follows: ANY AND ALL BONDS and to bind each Company thereby as fully and to the same extent as if such instruments were signed by the duly authorized officers of each such Company, and all of the acts of said attorney pursuant to the authority hereby given are hereby ratified and confirmed. The authority hereby granted shall expire APRIL 1, 2015 unless sooner revoked. AUTHORITY FOR POWER OF ATTORNEY This Power-of-Attomey is made and executed pursuant to and by the authority of the following resolution of the Boards of Directors of each of the Companies at a regularly scheduled meeting of each company duly called and held in 1999: RESOLVED: The President and Chief Executive Officer, any Vice President, the Treasurer and the Secretary of Employers Mutual Casualty Company shall have power and authority to (1) appoint attorneys -in -fact and authorize them to execute on behalf of each Company and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writngs obligatory in the nature thereof; and (2) to remove any such attomey-in-fact at any time and revoke the power and authority given to him or her. Attomeys-in-fad shall have power and authority, subject to the terms and limitations of the power -of -attorney issued to them, to execute and deliver on behalf of the Company, and to attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and er writings obligatory in the nature thereof, and any such instrument executed by any such attomey-in-fad shall be fully and in all respects binding upon the Company. reification as to the validity of any power-of-attomey authorized herein made by an officer of Employers Mutual Casualty Company shall be fully and in all respects binding upon this Company. The facsimile or mechanically reproduced signature of such officer, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power-of-attomey of the Company, shall be valid and binding upon the Company with the same force and effect as though manually affixed. IN WITNESS THEREOF, the Companies have caused these presents to be signed for each by their officers as shown, and the Corporate seals to be hereto affixed this 30th day of JANUARY 2014 Seals PSpO INSUggry. ;.`E COMPq M1,Y'. OPp flgCgS''. W4`.`oPVo9P';CF 2. ;O-Q�`=oOPIOR.,iF L SEAL 18630; 1953 =�= n- i Nq I. "'UPANp •'. `E,HSUMq • . r' UTV4L Pvon'i�0a= 4P. rwvoq•C •; PP`Pvoq�4. SL '. _sS�o w SEAL SEAL .�,�•, �a'tp..,oF•. '•'P /OWP Y OAiIrUAF`•,` •4 'UOINES.'�,•`` M T A 1 UTUq N KATHY LYNN LOVERIDGE Commission Number 7W769 MyaCommission Expires r Bruce G. Kelley, hairma of Companies 2, 3, 4, 5 & 6; President of Company 1; Vice Chairman and CEO of Company 7 On this Michael Assistant Vice President who, being by me duly swam, did say that they are, ,and are known to me to be the Chairman, President, Vice Chairman and CEO, and/or Assistant Vice President/Assistant Secretary, respectively, of each of The Companies above; that the seals affixed to this instrument are the seals of said corporations; that said instrument was signed and sealed on behalf of each of the Companies by authority of their respective Boards of Directors; and that the said Bruce G. Kelley and Michael Freel, as such officers, acknowledged the execution of said instrument to be the voluntary act and deed of each of the Companies. My Commission Expires October 10, 2016. NotarVPublic ig and for the State of Iowa CERTIFICATE I, James D. Clough, Vice President of the Companies, do hereby certify that the foregoing resolution of the Boards of Directors by each of the Companies, and this Power of Attorney issued pursuant thereto on JANUARY 30, 2014 on behalf of: kTARLENE KRINGS, DIANE CLEMENTSON, JENNIFER WINTER are true and correct and are still in full force and effect. In Testimony Whereof I have subscribed my name and affixed the facsimile seal of eachCompanythis 20th day of August , 2014 Vice President 0 • SECTION 00630 CERTIFICATE OF INSURANCE CONTRACTOR shall insert his own standard form for Certificate of Insurance. G9E91220G9 o,n ua �e �. ..... ........<, ......... e2soo ooc+�*muroe sau.u.Nvno do Aavwwns un �/�O V uixxvy vrvd x Sll� O VON AGII1 1v U SSVdHnU NO iiv2 N33NO iissoA eg ° ba N t r Z a O w r a E 0 rc a a a 4 O ta < o:E • E ECISI 4 Client#: 41670 ACORDTM CERTIFICATE OF LIABILITY INSURANCE TE D 9/0412IDD/YYYY) 104/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS j 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 Flood & Peterson Ins., Inc. P. O. Box 578 Greeley, CO 80632 970356.0123 CONTACT Sandy Schifferns PHONE FAX iA/G No Est): 970 266-7107 uc, No : 970 506-6845 sschifferns@fld eterson.com ADDRESS: _.00P ADDRESS: INSURER(S)AFFORDING COVERAGE NAICN INSURER A: Bituminous Insurance INSURED ECI Site Construction Management, Inc. PO Box 2135 INSURER B: National Union Fire Co of Pitts INSURER C: Allianz Global Corporate & Spec Loveland, CO 80539 INSURERD: INSURER E : INSURER F: COVERAGES CERTIFICATE NUMBER: 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. LTRR TYPE OF INSURANCE ADDLSUBR INSR WVD POLICY NUMBER POLICY EFF MMIDDIY POLICY EXP IMMIDDITY'vyl LIMITS A GENERAL LIABILITY CLP3594135 7/011201407/01/201 E EACH OCCURRENCE $1,000000 X COMMERCIAL GENERAL LIABILITY DMASE RENTED PREMI E Ea occurrence $300 000 CLAIMS -MADE 51OCCUR MED EXP(Any one person) $10,000 PERSONAL & ADV INJURY $13000,000 X PDDed:2,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POLICY PRO- LOC $ AUTOMOBILE LIABILITY „- CAP3606617 7/01/2014 07/01/201 COMBINED SINGLE LIMIT Ea ec ideni 1,000,000 X BODILY INJURY (Per person) $ ANYAUTO ALL OWNED SCHEDULED AUTOS AUTOS (Per accident) BODILY INJURY(Ptlt b X PROPERTY DAMAGE Per accident $ HIREDAUTOS X NON -OWNED AUTOS $ X Doc rl B X UMBRELLA UAB X OCCUR BE017545706 7/01/2014 07/01/201 EACH OCCURRENCE s5,000,000 AGGREGATE $S 00O 000 EXCESS LIAB CLAIMS -MADE LED I X I RETENTION$0 $ - A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIETOR/ ARTNERJEXECU IVE OFFICERIMEMBER EXCLUDED? ❑ NIA WC3589584 7/01/2014 07/01/201 X WCSTATU- OTH- E L EACH ACCIDENT $1 000 000 E.L. DISEASE - EA EMPLOYEE $1,000000 (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below EL.DISEASE - POLICY LIMIT $1,000,000 C- Bldrs Risk MX198475715 10/01/2013 07/01/2015 $5,000,000 Limit $1,000 Deductible DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space is required) Job No. 7664 Fossil Creek Trail Underpass Certificate holders is included as Additional Insured on General Liability and Auto Liability as required by written contract but only as respects liability arising out of work performed by the named insured. The coverage is primary and non-contributory to any other valid and/or collectible insurance to the fullest extent the law allows. Waiver of subrogation applies. City of Fort Collins P O Box 580 Fort Collins, CO 80522 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S931119/M907657 SLS This page has been left blank intentionally. 0 0 • 0 0 SECTION 00635 CERTIFICATE OF SUBSTANTIAL COMPLETION TO: CITY OF FORT COLLINS (OWNER) DATE OF SUBSTANTIAL COMPLETION: PROJECT TITLE: 7664 Fossil Creek Trail Underpass at Trilby Road PROJECT OR SPECIFIED PART SHALL LOCATION: Fort Collins. Colorado INCLUDE: OWNER: City of Fort Collins CONTRACTOR: ECI Site Construction Manaaement CONTRACT DATE: Auaust 15.2014 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 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: By: AUTHORIZED REPRESENTATIVE DATE SECTION 00640 CERTIFICATE OF FINAL ACCEPTANCE 20 TO: ECI Site Construction Management Gentlemen: You are hereby notified that on the day of 20 -, the City of Fort Collins, Colorado, has accepted the Work completed by ECI Site Construction Management for the City of Fort Collins project, 7664 Fossil Creek Trail Underpass at Trilby Road. 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 August 15, 2014. 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 By: Title: ATTEST: Title: • SECTION 00650 LIEN WAIVER RELEASE (CONTRACTOR) TO: City of Fort Collins. Colorado (OWNER) FROM: ECI Site Construction Management (CONTRACTOR) PROJECT: 7664 Fossil Creek Trail Underpass at Trilby Road 1. 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: ECI SITE CONSTRUCTION MANAGEMENT 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: day of 20_, 00 t` J . SECTION 00660 CONSENT OF SURETY TO: City of Fort Collins. Colorado (hereinafter referred to as the "OWNER") CONTRACTOR: ECI Site Construction Management PROJECT: 7664 Fossil Creek Trail Underpass at Trilby Road CONTRACT DATE: August 15, 2014 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) M ATTACH: Power of Attorney and Certificate of Authority of Attorney(s)-in-Fact. 0 SECTION 00670 APPLICATION FOR EXEMPTION CERTIFICATE 0 ,d*] : i i7_T�3 DR 0172 (12198) FOR COLORADO DEPARTMENT OF REVENUE DENVER CO 80261 EXEMPTION CERTIFICATE (303) 232-2416 Pursuant to Statute Section 39-26.114(1)(a)(XIX) DO NOT WRITE IN THIS SPACE 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. FNAm-m No. Wrabo(to be assigned by DOR) Period 0170-750 (999) $0.00 - t `CONTRACTOR INFORMATION° Trade namefDBA: Owner, Pomor, or corporate name: Mailing address (City, State, Zip): Contact Person &Mail address: .. Federal Employers Identification Number: Bid amount for your contract: Fox Number 1 ausiness telephone number Colorado withholding lax account number: r CoppesofierintraM oragreemge�1)�identitying EXEMPTION INFORMATION and (2) containing signatures of.contracLog 'Name the contracting parties. pl�arties must be attached. of exempt organization (as shown on contract): organization's number: Ej7t 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 eate: completion data: I declare under penalty of peduly in the second degree that the statements made in this application are true and complete to the hest of my knowledge. Signature of owner, partner or corporate officer: Title of corporate officer. Date: DO NOT WRITE BELOW THIS LINE P n u 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. U o9E41zza s M 3lldOtld ❑Ntl Ntlld lltllflSStldN3ONf1.. I,. M33NJ lIS50i �� €$ H :-g .ey S M ga �R@ @ —=1- Arm ! 1 I 1 E II I i I I I I I I I i I I I I y SS I I I I r m b; a !F F e ! s _ b Eil R @ b b 0 S 1 1 1 i II I I I I t 1 E SECTION 00700 GENERAL CONDITIONS • 0 0 0 GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT These GENERAL CONDITIONS have been developed by using the 'STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT prepared by the Engincers Joint Contract Documents Committee, EJCDC No, 1910-8 (1990 Edition), as a base. Changes to that document are shown by underlining text that has been added and striking through text that has been deleted EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) WITH CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) 0 Article or Paragraph Number &, Title DErMTIONS TABLE OF CONTENTS OF GENERAL CONDITIONS Page Article or Paragraph Number Number & Title 1.1 Addenda I 1.2 Agreement ... ....................................... J 1.3 Application for Payment .......................1 1.4 Asbestos ..................................... ....... 1.5 Bid 1.6' Bidding Documents ................ I. 17 Bidding Requirements ......... ............... 1.8 Bonds 1.9 Change Order ................ _1 I * 10 Contract Documents,.... ...... ........... 1.11 Contract Price.....- .............................. 1 1.12 contract Times....................................1 1.13 CONTRACTOR .................................1 1-14. defective ..... ....................................... ) 1.15 Drawings......._-1. ....................... ...... J 1.16 Effectivi Date ofthe Agreement ........... 1 1.17 ENGINEER I 1.18 E&GRTEERs Consultant......................1 1.19 Field Order .........................................1 1.20 General Requirements ......................... 1.21 Hamrdcus Waste 2 1.22.a Lam and Regulations; Laws or Regula6uns.......................................2 1.22,b Legal Holidays ....................................1 1.23 Liens ..................................................2 L24 Milestone............................................2 1.25 Notice of Award ............ ............. 2 1,26 Notice to Proceed ................................ 2 1.27 OWNER ......... ................................... 1.28 Partial Utilization ................................ 2 1.29 PCBs ............................. 2 1.30 Petroleum ............... 1.31 Project....._........._............_... ........ 1.32.a Radioactive Material, ........................... 1.32.b Regular Working Haas„..................... 1.33 Resident Project Repres6itative% ........... 2 1 ' 34 Samples.._............_...........................2 1,35 Shop Drawings ...................................2 L36 specifications ...................................... 1:37 SiftonLractor .....................................2 138 Substantial Completion .............. ........ 1.39 Supplementary Conditions ....... ........... 1,40 Stipolicr: ......................................... 1 ... 1.41 Underground Facilities ................. ...... 2-3 1.42 Unit Price Work .................................. 3 1.43 Work ..................................................3 1.44 Work Change Directive .......................3 *3 1.45 Written Amendmenk ........ _ ................. Page Number '1 PRELIMINARY MATTERS................................3 2.1 Delivery of Bonds ............................3 2.2 Copies of Documents .......................3 2.3 Commencement of Contract Times; Notice to Proceed,,,,,,,;,;,,,;; 3 2A Starting the Work ............................. 2.5-2.7 Before Starting Construction: CONTRACTORS Responsibility to Report; Preliminary Scheddes; Delivery of Certificates of Insurance 34 2.8 Preconstructiori Conference 4 2.9 Initially Acceptable Schedules .......... 4 CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE .............................. ........ ...4 3.1-3.2 Intent ..... ........................... ..... ... 4 3.3 i- Reference to S.tandards and Speer- lications of Technical Sccieties, Reporting and Resolving Dis- crcpancics................................. 4.5 3.4 intent of Certain Terms a Adjectives.....................................5 3.5 Amending Contract Documents ........ ,5 3.6 Supplementing Contract Documents ...................................5 3.7 Reuse of Documents ........... .......... AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCE POINTS .........................................5 4.1 Availability of Lands ........... ......... 5-6 4.2 Subsurface and Physical Conclitions., .............. .... . .... ...... 6 4.2.1 Reports and Drawings ......................0 4.2.2 Limited Reliance by CONTRAC- TOR Authorizcd; Technical Data ....... ...... 4.2.3 Notice of Differing Subsurface or Physical Conditions ..................6 4.2.4 ENGINEEWs Review .......................0 4.2.5 Possible Contract Documents Change............................ I........... 6 4.2.6 Possible Price and Times Adjustments... _.......................... 0-7 4.3 Physical Conditions-Undirground Facilitics.: ................................. 7 4.3.1 Shown or IrAcated 4.3.2 Not Shown or Indicated ..... ........ 7 4.4 Reference Points ..............................7 EJCDC M-NETAL CONDITIONS 1910-8 (1990 EDITION) W/ CITY OF FORT COLUNS MODIFICATIONS (REV 9199) 40 0 0 0 r �J • Article or Paragraph Number & Title Page Article or Paragraph Number Number &Title 4.5 Asbestos, PCBs, Petroleum, Hazardous Waste or Radioactive Material; ................... 7.8 5. BONDS AND INSURANCE ................................. 8 5.1-5.2 Performance, Payment and Other Bonds....................:............:............ 8 5.3 Licensed Sureties and Insurers; Certificates of Insurance....................8 5.4 CONTRACTOR's Liability Insurance .........................................9 5.5 OWNER's Liability Insurance ,,,,,,,,,,9 5.6 Property Insurance ..........................9-10 5.7 Boiler and Machinery or Addi- tional Property Insurance ................. - 10 5.8 Notice of Canccllatim Protision 10 5.9 CONTRACTOR'S Responsibility for Deductible Amounts 10 5:10 Other Special Insurance ..................... 10 5.11 Waiver of Rights ................................11 5.12-5.13. Receipt and Application of Insurance Proceeds ...................... 10-I1 5.14 Acceptance of Bonds and Insv- ance; Option to Replace.................:.11 5.15 Partial Utilization --Property Insurance ...:........::.......:.................. I I 6. CONTRACTOR'S RESPONSIBILITIES ............... 11 6.1.6.2 Supervision and Superintendence...,,., 11 6.3-6.5 Labor, Materials and Equipment._. I1-12 6.6 Progress Schedule .............................. 12 6.7 Substitutes and "Or -Equal" Items; CONTRACTOR's Expense; Substitute Construction Methods or Procedures; ENGINEF.R's Evaluatim ............. 12-13 6.8-6.11 Concerning Subcontractors, Suppliers and Others; Waiver of Rights ..................... J3-14 6.12 Patent. Fees and Royalties,,,,,,,,,,,,,,,,,,, 14 6.13 Permits ............................................. 14 6.14 Laws and Regulations ........................ 14 6.15 Taxes ........................................... 14-15 6.16 Use of Premises ....:.............:.......... 15 &17 Site Cleanlinm................................ 15 6.18 Safe Structural Leading ...................... 15 6.19 Record Documents .............................15 6.20 Safety. and Protection._._ ............... 15-16 6.21 Safety Representative ......................... J6 6,22 Hazard Communication Prcgmm�...... 16 6.23 Emergencies ..................................... 16 6.24 Shop Drawings and Sample* .............. 16 Page Number 6.25 Submittal Proceedures; CON- TRACTORS Review Prior to Shop Drawing or Sample Submittal .................................... 16 6.26 Shop Drawing & Sample Submit- tals Review by ENGINEER,; 16-17 6.27 Responsibility for Variations From Contract Documents...........17 6.28 Related Work Performed Prior to ENGINEER's Review and Approval of Required Submittal ....: .............................. 17 6.29 Continuing the Wort,,,,,,,,,,,,,,,,,,,,, 17 6.30 CONTRACTOR's General Warranty and Guarantee.,... ..... ..17 6.31-6.33 Indemnification ....... ......... ........ 17-18 6.34 Survival of Obligati ons.„.;,,,.„.,,,,,,,18 7. OTHER WORK.....................................:...........18 7.1-7.3 Related Work at Site.......................J8 7.4 Coordination .................. I ............. AS S. OWNER'S RESPONSIBILITIES .........................18 8.1 Communications to CON- TRACTOR ................................. 18 8.2 Replacement of ENGINEER.,,,,,,,,,,,IS 9.3 Furnish Data andPay Promptly When Due ..........................:....... 18 9.4 Lands and Easements; Reports and Tests :18-19 8.5 Insurance.- 19 8.6 Change Orr}is .............................. 19 8.7 Inspections, Tests and ... Approvals ................................... 19 8.8 Stop or Suspend Work; Terminate CONTRACTOR'S Services ..... :................................ 19 8.9 Limitations on OWNER'S Responsibilities, ...................... _ . 19 8.10 Asbestos, PCBs, Petroleum, Hazardous Waste or Radioactive Material ......:......: ... .. 19 8.11 Evidence of Financed Arrangements .........................:...19 9. ENGINEER'S STATUS DURING CONSTRUCTION ................................. _.:19 9.1 OWNER'S Representative...............19 9.2 Visits to Site.................................. 19 9.3 Project Representative ,,,,,,,,,,,,,9-21 ,, 1 9.4 Clarifications and Interpre- tations, ......... ............................. 21 9.5 Authorized Variations in V&k... .... 21 EJCDC OENMAL CONDITIONS 1910•8 (1990 EDInOM wJ CITY OF FORT COLLINS MODIFICATIONS (REV V99) Article or Paragraph Number & Title Page Article or Paragraph Number Number &Title 9.6 Rejecting Defective Work,,,,,,,,,,,,,,,,,„ 21 9.7-9.9 Shop Drawings, Change Orders and Payments ................................... 21 9.10 Determinations for Unit Prices_.._„ 21-22 9.11.9.12 Decisions an Disputes; SNGI- NEER as Initial Interprelet..............72 9.13 Limitations on ENGINEER's Authority and Responsibilities,,,, 22-23 CHANGES IN THE WORK.......................................23 10.1 OWNER's Ordered Change................23 14. 10.2 Claim for Adjustment, ....................... 23 10.3 Work Not Required by Contract Documents ..............................:...:.. 23 10.4 Change Orders ...................... ....... 10.5 Notification of Surcty ...... ...__._........ 23 CHANGE OF CONTRACT PRICE .............................23 11.1-11.3 contract Price; Claim for Adjustment; Value of the Work._ ...... ......... 23-24 11.4 Cat of the Work .......................... 24.25 11.5 Exclusions to Cost of the Work .......... 25 11.6 CONTRACTOR's Fee,,.,,;,,,,,,,,,,,, 25 11.7 Cat Records ._ .... ......................... 25-26 11.8 Cash Allowances;,;26 11.9 Unit Price Work ........................ ........ 26 CHANGE OF CONTRACT TIMES ............................26 12.1 Claim for Adjustm ant,,...................... 26 122 Time of the Esscnc4 ..........................26 12.3 Delays Beyond CONTRACTOR's Control............................ .............................. .. 26-27 12.4 Delays Beyond OWNER's and - CONTRACTOR'S Control................z7 TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECnVE WORK .... ........ .......................... ........... 7 13.1 Notice of Defects...............................27 13.2 Access to the Work ........................... 27 13.3 Tests and Inspections; CONTRACTOR's Cooperation .......... 27 13.4 OWNER's Responsibilities; Independent Testing Laboratory,,,,,,, 27 13.5 CONTRACTOR'S Responsibilities ........... .................... 27 13.6-13.7 Covering Work Prior to Inspec- tion, Testing or Approval, ,,,,,,,,,,,,,,27 13.8-13.9 Uncovering Work at ENGI- Page Number NEER's Request .....................27-28 13.10 OWNER May Stop the Work......... 28 13.11 Correction or Removal of Defective Work ............. :............. 28 13.12 Correction Period 28 13.13 Acceptance ofDefeetive Work ..... .... 8 13.14 OWNER May Correct Defective Work ..................................... 28-29 PAYMENTS TO CONTRACTOR AND COMPLETION ................................................. 29 14.1 Schedule of Values;,,,,,,,,,,,,,,,,,,,,,,, 29 14.2 Application for Progress Payment..................................... 29 14.3 CONTRACTOR's Warranty of Title.......................................... 29 14.4-14.7 Review of Applications for Progress Payments................29-30 14.8-14.9 Substantial Completion,,,,,,,,,,, 30 14.10 Partial Utiliwtion .......... ...........30-31 14.11 Final Inspection ............................31 14.12 Final Application for Payment ........ 31 14.13-14.14 Final Payment and Acceptance,,,,.„31 14.15 Waiver of Claims......................31-32 15. SUSPENSION OF WORK AND TERMTNAT ION...............................................52 15.1 OWNER May Suspend Work .......... 32 15.2-15.4 OWNER May Terminate .............. .. 32 15.5 CONTRACTOR May Stop Work or Terminate 32-33 16. DISPUTERESOLUCION _..__... .33 17. MISCELLA14EOUS..............:........................... 33 17.1 Giving Noticc................................ 33 17.2 Computation of Time ....................33 17.3 Notice of Claim..............................33 17.4 Cumulative Remedies.....................33 17.5 Professional Fees and Court Costs Included ............................ 33 17.6 Applicable State Laws,,,,,,,,,,,,,,, 33-34 Intentionally left blank......................................35 EXHIBIT GC -A: (Optional) Dispute Resolution Agreement,,,,,, ...GGAI 16.1-16.6 Arbitration ............................. GC -AI 16.7 Mediatioq..............................GC-AI EICDC GENERAL CONDITIONS 1910.8 (1990 EDITION) WOW OF FORT COLLINS MODIFICATIONS (REV 91") 1 • • L INDEX TO GENERAL CONDITIONS City of Fort Collins modifications to the General Conditions of the Construction Contract sic not shown in this index Article or Paragraph Number Acceptance of - Bands and Insurance :....................................... 5.14 dejective Work ,,,,,,,,,,,,,,,,,,,,,,,,,,,,10.4.1, 13:5, 13:13 final payment ............ ... :........................ 9.12, 14.15 insurance.........................................................5.14 'other Work, by CONTRACTOR . . ....... ..:....7.3 'Substitutes and "Or -Equal" llem* ...................... .7.1 Work by OWNER - �......... ............2.5, 630,.6.34 Access to the -- Lands, OWNER and CONTRACTOR respo isibUitie3................................ 4.1 site. related Work- .............. .......... ................ -7.2 'Work. ................ :....... ........ 13:2,: 13.14., 14.9 Acts or.Om issions--, Acts and Omissions•. CONTRACTOR .......:........................:. 6.9.1, 9,11.3 BNONEER.......................................... 9.13.3 OWNER.................... ................................ .20. 8.9 Addenda --definition of (also set definition of Specifications) ,....... (L6, 1.10. 6.19), 1.1 Additional Property Insurance* ................................. 5.7 Adjustments- - Contract Price or Contract Times ...........................1.5. 3.5, 4A, 4.32, 4.5.2, .............................4.5.3, 9.4, 9.5, 10.2-10:4. ......................................... 11. 12, 14.8. 15.1 progress schedule._.._ ....................._ - G.6 Agreement.. definitionof.:.. .................. ..............:1.2 'All -Risk' Insurance, policy form....................5`6.2 Allowances. Cash...................................................11.8 Amending Contract Document* ................................ 3.5 Amendment, Writitn-- - - `in.gcn_era1................ J.10, 1.45,.3.5, 530, 5AZ 6.6.2 ..........................6.8.2,-6.19, 10.1. 10A, 1 L2 .................................... 12.1, 13.12.2, 14.7.21 Appeal: OWNERor CONTRACTOR intent tq_......................9.10, 9.11. 10.4. 16.2, 16,5 Application for Payment-- - 'definition o[....._:..............:......:.......................).3 ENGINEERS Responsibility ............................... 9.9 -final payment,,,,,,_,,,,,,,,; 9.13.4, 9.13.5, 14.12-14:15 in general ..........................2.8, 2.9, 5.6.4, 9.10, 15.5 progress payment, ..... :......... ........... :.......... 14.1-14.7 review of_ -14.4-14.7 Arbitration ,,,, ,,,,--_..... .16.1-16.6 Asbestos -- claims pursuant thereto .................. :........ 4.5.2, 4.5.3 CONTRACTOR au0aoriud to stop Walk:,,,,,,,:, 4.5.2 .definition of.......................................................JA Article or Paragraph Number OWNER responsibility for,,,,,,,,,,,,,,,,,,,,,,,, 4.5.1, 8.10 possible priec and times change,,,,,,,,,,,,;,,,,,___, 4:5.2 Authorized Variations in Work„-,,,,,, 3.6, 6.25, 6.27, 9.5 Availability of Lands.,: ....... .:...... _:Al. 8A Award, Notice of --defined ........................... ....... ... 125 Before StartingConstruction.... ............ ...... 2.52.8. Bid -definition of........................1.5 (1.1. 1.10,12 3, 3.3, ................... ._,_4.2.6.4, 6.13, 11.4-3,'11.9.1) Bidding Documents -definition of.... ...... ._... ......... .... ..... I...............J.6(6.8.2) Bidding Requirements: -definition Of ......................................... 1.7 (1.1, 4.2.6.2) Bonds.- acceptance of, ........_..............................._.._...5.14 additional bonds..................................10.5, 11.4.5.9 Cast of the Work ............................................ 11.5.4 definition of................................_....................,1.8 delivery of ................................................... 21, 5.1 final Application for Payment,,,,,,,,,,,,,,,, 14.12-14.14 general .................................. , , l 10, 5.1.5.3. 5.13, ........................................ 9.13, 10.5. 14.7.6 Performance, Payment and Other ,,,,,,,,,,,,,,,,,„51-5:2 Bonds and Insurance --in general, . ............................... 5 Builder's risk "all-risk' policy form ........................5.6.2 Cancellation Provisions, Insurance,,,,,,,, 5.4.11, 5.8, 5.15 Cash Allowances.......... ....... Certificate of Substantial Completion,,,,,,, 1.38, 6:30.2.3, ..............................................:... 14.8, 14.10 Certificates of Inspectiorl ...................P. 13.4, 13:5; 14.12 Certificates of Insurance.-.2.7, 5.3, 5A. U. 5.4.13, .......................5.6.5, 5.8, 5.14, 9.13:4, 14.12 Change in Contract Price-- Cash Allowances claim for price adjustment.,,,,,,,,,,. 4,1, 4.2.6. 4.5„5.15, 6.8.2. 9.4 .. ...... 9.5 9.11. 10.2. 10.5. 11.2. 13.9. .......................33.13. 13.14, 14.7. 153, 15.5 CONTRACTORS fee ......................................... 11.6 Cost of the Work general ................... ..... ....................... 1.4-11.7 Exclusions to..........................................:.�: 1I:5 CostRecords . .... ........_..._........ ............ ............. J 1.7 in gencral............. JJ9, 1.44, 9.11. 10.4.2, 10.4.3, 11 Lump Sum Pricng.......................................... 11,3.2 Notification of Surety ............:..................... 10.5 Scopeof, ............................................. .....10.3-10.4 Testing said Inspection, Uncovering the Work .................................. 13,9 MOO GENERAL COND17IONS 191e-8 (199a Emnom w/ CITY OF FORT COLLINS MODIFICA7tONS 6MV 9199) • Unit Prim Work........__.__-- .. ..... ............... 11.9 CONTRACTOR's Fcc............... _ ...................... 11.6 Article or Paragraph Article or Paragraph Number Number Value of Work ............ ...... ...................... ,.....11.3 CONTRACTOWs liability,,..,,,:.. 5.4,632, 6.16,6.31 Change in Contract Times- Cost of the Work ..................................... 11.4,11.5 Claim f6r times aditurtmeti; ....... :4.1, 4.2.6.4.5,5.15; Decisions on Disputeq, ............................. 9.11,932 ........ 6.8.2,9.4,9.5,9.11, 10.2, 10.5,12-1, Dispute Resolution ............................................16.1 .... ...... 13.9, 13.13, 1114, 14.7. 15:1, 15.5 Dispute Resolution Agreement ................... 16.1-16.6 Contractual time limits ........................ I ............. 112 ENGMER as initial interpreter,.,,;,,, ........... ..9.11 Delays beyond CONTRACTORS Lump*Sw Pricing......._..,..... ....................J1.3.2 control ..................................... ... 12.3 Notice 17.3 Delays beyond OWNERs and OWNER's ....................9.4. 9.5,9.11,10.2, 11.2,11.9 CONTRACTORscontrol .............................12.4 ........................12.1, 13.9, 13.13, 13.14,17.3 Notification of =cry ........................................ 10.5 OWINTERs liability ......... : ...... .............................. 5.5 Seek 6fchange ........................................ 10.3-10.4 OWNER mayrefuse to make payment ................ 14.7 Change Orders-- Professional Fees and Court Costs Acceptance 61Defective Work .... ........... 13A3 Included ....... ............. ............ ............... _JT5 Amending Contract Dceumcnty_, ... ...... 3:5 request for formal decision on,,,,,....... I ... w ..... I .... 2.11 Cash Allowances,,,,,,,,, ... I ......................... ... 'JU8 Substitute Items,,,,,, I ......... 11 ... I ... ..... I .......... 6.7.12 Change of Contract Price......... I ........................... 11 Time Exlension .................. ........................ 12.1 Change of Contract Times ................................... 12 Time requirements,,,,,,............................ 9.11,12.1 Changes in the Work......., .... ..._: ............. ... jo Unit Prim Work ... .................. .. __ ................ j 1.93 CONTRACTORs fee ........................................ 11.6 Value of........................................................... 1.1.3 Cost of thc,Work .......................................11 A-11.7 Waiver of --on Final Payment ................. J4.14,14.15 Cost Records ........... ......................................... 11.7 Work Change Directive ...................................... M2 dirmition of ..... ................. ;... ..... ... I .............. 19 written notice required.: .................... 9.11, 11.2, 12.1 emergencies ............................................ _ ...... 0-23 Clarifications and Interpretation;............ 3.6.3,9.4,9.11 ENGINEERs responsibility_.... 9.8. 10.4. 11.2. 12.1 Clean Site ... . ......................... _ ....................... 0, 17 execution of ..................................................... )0.4 Codes of Technical Society, Organization Imicinnificticul .........................4.12, 6.16, 6.31-6.33 or Association.__ .............................................. 3.3.3 • Insurance, Bonds and .......... ............ 5.10,5.13,10.5 Commencement of Contract Times__, ....................... 13 OWNER maytcrminatc� ......... ................... 15.2-15.4 Communications— OVINERs Responsibility .......................... .,$.6. 10.4 general .._ ...... ................. ...... ...... 0.2, 6.9.2, 8.1 Physical Conditions— Hazard Communication Program4 .....................6.22 Subsurface and.............................................. 4.2 Completion- Undergromd Facilities- ........................ ... 4.3.2 Final Application for Payment .......................... 14.12 Record Documents ..................... 6 19 Final inspection --- --- . ....... 14.11 Scope of Change, ................ ..................... 10.3-10.4 Finil Payment and Acceptance ................. 14.13-14.14 Substitutes,;,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, j5.7.3. 6.8.2 Partial Utilization,............_..... ... .................... J4.10 UnitpTice 11.9 Substantial Completion ...................... 1,38,14.8-14.9 value of Work, covered by„ ........................... 113 Waiver of Claims ............................................ 34.15 Changes in the Work ......................... ....................... W Computation of Times.............--................ 17.2.1-17.2.2 Notification of surety,,,,,,,,,,_-,_„_ ......................10.5 Concerning Subcontractors, Suppliers OWNEWs and CONTRACTORs -and Others,.-,,,,.,,,_ ..................................... O.M. 11 rcspowaibifities 10.4 Conferences -- Right to an adjustment ...................................... 10.2 initially acceptable schedules.............................. 2.9 Scope of change .......... .................... 10.-10.4 preconstruciiork. ... 11 .......... I .............................. Claims-- Conflict, Error, Ambiguity. Discreprmcyw- against COMPACTOR.._...._ ......___............ 6-16 COMPACTOR to Report........._._............;.5,3.3.2 against ENGWEER ....................................... _632 Construction, before starting by against OVJlMR ................................................632 CONTRACTOR ............................................ 2.5-2.7 Change of. Contract Nice ........................... 9.4, 11.2 Construction Machinery. Equipincit. etc,., ............ _64 Change of Contract Times......._..................9.4, 12.1 Continuing the Work .................... __ ............. 6.29,10.4 CO1,lTRACTCRs ............. 4. 7.1, 9:4. 9.5. 9.11. 10.2. Contract Documents- ........................... I LZ 11.9, 12.1. 13.9. 14.8, Amending ...................................... ................ 35 15.1. 15.5.173 Bonds ................. 5-1 Vi EjcDc cENELAL coNanoNs 19t0.3 o990 Eta noN) wf CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) 0 s 0 0 £ash Allowances .. ....... .... -..... .---- _..11.8 .Article or Paragraph Number Change of Contract Price ...:................................ 11 .Change of Contract Times,,, ........... ..-12 Changes in rfie Work ......... ....::..:10:4.10:5 _. check and verify ... :......... .. .................... :....... ..... 2:5 Clarifications'and Interpretations ........................ 32, 3.6,'9A,9.11 definition of -. ......... .. ............._-...1.10 ENGINEER as initial interpreter of ,: ... 9.1, ENGINEER as OWNER's representative ...... .......9.1 gencral3 Insurance.............................................. . :. ...... 5.3 Intent ......... .....:..: ...... ....... 3.1-3.4 minor variations inthe Work .............. ..............: .6 OWNER's responslbihty'to furnish data_."". :8:3 OWNER'S responsibility to make prompt. paym ent... ..................I(3, 14 , 14-13 precedence:,",,, , ... ,,,_, ........ .......: 3.1. 3.3.3 Reference to Standards and Specifications' o(TechnicaP Societies„,", ,,,,,,,,,,,,,,,,, 33 Related Work. ....... .......... ....... 7.2 Reporting and Reschiing Oiscrepancy......... 2 5,.3.3 Reuseof_ ...................... .....:... .:.....:3 Supplem enting.................. ........:........3.6 Termination of ENGINLGR's Employment. _:_8:2 Unit Price Work ...:..........._:.....:. ..............) L9 variations,........................................'3:6,623, 6:27 Visits to Site, ENGINEER's;, - ........ ......... , ,: 9.2 Contract price - adjustment of. - .._ 3.5, 4.1, 9.4, 10.3, 11.2-11.3 .Change of_..: ....... -- ..-;— ............:....I I Decision on Disputes ......... ................9..11 definition of,..........._........................................1. ] T Contract Times - adjustment of: ................. . ....15, 4.1, 9.4,.10.3, 12 Change of-,,,,,, .. :,,,,.... .:....::_ 12.1-.12.4 Commencementof. . .... .. .... 2,3 'definition .............................. :........1.12 Amepmncc of Insurance., ..... . ............."„5.14 Communications ...... „,,, -.... „6.2r6.9.2 Contitree Work - ,6.29, 10.4 coordination and scheduling ...... , .....,,,,6:9.2 definition of....................................................:1.13 Limited Reliance on Technical Data Authorized A'2.2 May Stop Work or Term hate _ ,,, ,;...15.5 provide site access to others, . 7 2,.13:2 -Safety and Protection. ,,,"„", 4 3 12t16.16; 6.18, .""„, ,,,, .... „ .....6.21-6.23, j.2, 1312 Shop Drawing and Sample Review Prior to $tibmtttal .......,,.. .............. A25 Vii Stop. Workreguirements ... 4.5.2 CONTRACTOR's- Article or Paragraph Number t L l In.................................. y ko Report- Changesin the Work caused by fimergency,:...... .. :.:..... .. .:.,;6.23 Defects in Work of others .................. . .. j3 Differing conditions „ 4.2.3 Discrepancy in Documents,,,,,,,, 5 3:3,2 6.14.2 Underground Facilities not indicated 4.3.2 agencies ... . ................. ....:0 23 of the Work ........... ..... ... ..11.4.5.3 Fee --Cast plus. , , „ 11:4 5 6 11.5.1, 11.6 General Warranty and Guarantee,,,,,, ,6:30 Hazard Communication Programs..... , ,.",,,;4:22 Indemnification ..._.-. ..--.6. 12, 6. 16. 6.31=6.33 Inspection of the Work . ............. .7.3. I3A Labor, Materials and. Equipment.................... § 3.6:5 Laws and Regulations, Compliance by ,,,,, 6.14.1 Liability Insurance„........................... ................. 5.4 Notice of Intent twAppeal ......... ... ..9, 10, 10.4 obligation to perform and complete. `the Work ........: ......... ..0.30 Patent Fees and Royaltic,% paid for by_ ..............:0.12 Performance and Other I3ondc 3.1 Perm its, obtained and paid for by,; ................... 0.13 Progess Schedule:,,,,,.. ..... ;;2.6; 2i$,.2.9, 6.6, ...:.,.; ......... .:..._ 6.29.-10.4, 15.2.1 Request for formal decisionon disputes ............. 9.11 Responsibilities-- Changes.in the Work .......... ,. ,. Concerning Subcontractors, Suppliers and Others,,,,,, ,,,,,,;, ........ Continuing the Work"„"".....................§:29, 10A CONTRACTOR's expense ,,,,,,,; ,; „4 71 CONTRACTOR's General Warranty and Guarantee. _.,",",,,,,,,630 CONTRACTOR's"review prior to Shop 'Drawing or Sample submittal ,,,: 6:25 Coordination of Work ........................... 6.9.2 Em ergenc ies............................................... 6:23 ENGINEER's evaluation: Substitutes or "Or Equal" Items _._...___. .. _:. 6.7.3 For Acts and Omissions - of Others,,,,,,,., „ for deductible. amoamtsjnsurance, ................;5,9 general .............................6, 7.2, 7:3, 8:9 Hazardous Communieation Program§ .__" 6.22 Indemnifcatiom - 6.31-6.33 E1CDC OENOtAL C07rdtTlONS ]91 a-8 (1990 EDI77010 w! aTY OF FORT COLL= MODMCA71ONS MV9i99) Labor Materials and equipment,,,. ...... __6.3.6.5 CONTRACTORS -other ....................___.__-__,_.7 Laws and Regulations -, 6:14 Contractual Liability Insurance..,:,: ........ 10 Liability Insurance,, ..............4 Contractual Time Limits ... .............................. 12.2 Article or Paragraph Article or Paragraph Number Number Notice of variationfrom Contract Coordination -- Documents ................................ ...... .... 15.27 CONTRACTOR's responsibility .................. 6.9,2 Patent Fees and Royalties, ........ :.......... .....:b.12 Copies of Diicumenis:, ...... ... ....:: 2.2 Permits .. .............. ...". „_,:;6. 13 Correction Period...,... _-,.... � 13.12 Progress Schedule... o8r ,,, ,,,,, G:6Correction. Ramoval. or Acceptance Record Documents-. -. ,,,�6.19 of Defective Work.. related .Work performed prior to in general .................................. 10.4,1,13.10-13.14 ENGINEER's approval of required Acceptance ofDgfechve Work,,, ,,,,,_„....13.13 submittals ...................... ..................... 628 Correction o Removal of safe structural loading- ,,; , ......,„ ........6.18 Defective. Work ......... ;:...... Safety and Protection .............. ;,,.. 15.20. 7.2, 13.2 Correction Period ............................ ......,,,..13.12 Safety Represena,tive, , _ 16.21 OWIWRMay:CmTect Defecrtve.Work, .13.14 Scheduling the Work ..... ......6.9.2 -OWNFR May Stop Work -......... _ ..,_„13.10, Shop Drawings and Sample*,,,,,,,,,,,,,,,, 6,24 Cost — Shop Drawings .and Samples Review of Tests and Inspection$ ................................... J3.4. by.ENGINEER ..... ......; 6.26 Recordsll.7 Site Cleanliness-,..._......:, .... ......... ...'A 17 Cost of the Work -- Submittal Procedures ........................ .......... 6.25 Bonds and insurance, additional ........... ....... 11:4.5.9. Substitute, Construction Methods � -� - ' Cash Discounts,,,,;,,,,,,;, .................... _....... )1.4.2 and Procedures .. 6-Z2 CONTRACTOR's Fee ........ Substitutes avid "Or-Equsl Items-', ,,,; „ ,6 7 1 Employee Exp"enses,,,,,, ...............................I 1 4.5.1 Superintendence; .................. ... ......6,2 Exclusions to:...... .......11.5 Supervision ...._..... ........0.1 General 1 L441.5 Survival of Obligatrms „6 34 Hone office and overhead expense* , 11.5 Taxes .., ............ .......................... ,4 15 Losses and damages ,.. 11.4.5.6 Tests and in ctiom spa _, 13:5 Materials and egmpmrnt. 11.4.2 • To Report ........ ............................................. ?S Minor expenses,,, ....,,, . .....,„ .. J L4.5.8, Use of Premises,.,,,, .....§. 16-6 18, 6.30.2.4 Payroll costs on changes .............................. 11.4.1 Review Prior to Shop Drawing a performed. by Subcontractors,,,,,, ......... Sample Submittal,.,, - ... ...,G25" Records]1.7 Right to adjustment for changes in the Work ..... 10,,2 Rentals of construction equipment right to claim .:.. _.4, 7:1; 9.4, 9.5, 9.11, 10.2;11.2, and machinery ,._....::......... ............ 11.4.5.3 11:9 12.1, 13.9, 14.8, 15.1, 15.5; 17.3 Royalty payments, perm its and Safety, and Protection?,;; ;..... 6:20-6.22, 7.2; 13:2 license fees,,,; ......,,, — ................ J 1-4.5.5. Safety Representative,,: ... 6.21 Site office and temporary facilities............... J1.4.5.2' Shop Drawings and Samples Submittal;,,, 624-6.28 Special Consultants, CONTRACTOR s ....:.... 31.4.4 Special Consultants,,,,,....... .....11.4.4 Supplemental.,,._ ..11.4.5' Substitute Construction Methods and Procedures,6 Taxes related to the Work...... _............. Substitutes and "Or-Eguel' Items;. Tests and Inspection.............. ...... 13.4 ,. ,,, ,,,_; ., „: 6 7.1, 6.7.2 Trade Disomis.. ,11.4.2 Subcontractors, Suppliers and Others. „6.5-6. 11 Utilities, fuel and sanitary'facilitneg 1 I A.5.7 Supervision and Superintendenea;,...•„ 6:1, 6.2, 6.21 Wok after regular hours .............................. 11.4.1 Takes, Payment by.,,,_., ............ ....................... I6.15 Covering Wok....... ...... ..13.¢13.7 Use of Premises .,............ . _ 6.16-6.18 Cumulative Remedies, ..................... Warranties and guarantees ....... _,_, 6;5, 6.30 Cutting, fitting and patching „ -.... ,:......... ;:,_, 7.7 Warranty of Title 14.3 Data, to be furnished by OWNPR. 8:3. Written Notice Required-; � 'Day -definition of,,,,,,,,,,,,,,,,,, ,,, .......17.2.2 CONTRACTOR stop Work or terminatq ....... 15.5 Decisions on Disputes ........................... ......... 9.11,9.12 ReportsdfDiffering Subsurface' defecrive--definition of ............ ........... .......... 1.14 and Physical Condition*........................4.2.3 .defecr(ve Work-- . Substantial Completioq,,, ................ 14.8 Acceptance of, .............. __.............. ..-..-10.4.1, 13.13 vlii EICDC6ENEI At. CONDITIONS 1916-9(199e EDITION) wi an OF FORT COLLINS MODIE1CATIONS (REV 91")' ' 1 LJ • Correction or Removal of,,,,,,,,,,,,,,,,,_ 10.4.1,.13111 Correction Pctio(k_ ................ ................ ::_:J3.12 in general .........................................13, 14.7. 14.11 Article or Paragraph Numbu Observation by ENGINEER ................................ 9.2 OWNER May Stop, Work,,,,,,, ..... ..... 13.10 Prompt Notice of Defects,,,,,.,,, 1: 1 ..... .......0.1. Rejecting.... .......... .... .4. ... I ..... I ....... ...... .......... 9.6 Uncovering the Work............ ...... __.J3.8 Definitions Delays ..... . ............. 4.1, 6.29, 12.312A Delivery.orBon_ks ........ . .... ... I-- - - ... .... .; ...... 21 I Deliver certificates trisurance...........................2.7 .y of certific . . Detem imiticins for Unit Priem ............. ........I....... 9.10 Differing Subsurface or Physical Conditioins.. Notice of .... ....... ............. _ ........ ..... . . _ 4.2.3 ENGINFER'sReview ......... ; .... ; ............... ; ....... 4.2.4 Possible Contract Documents Change,,,,,,,,,,,,,, 4:2:5 Possible Price and Timm Adjustments;,,,,,,,,,,,, 4.26 DiscrepancieswReporii.8 and Resolving........_.........:........_.. 2.5. 3.3.2, 6.14.2 Dispute Resolution - Agreement ... : ............ ....... I ......... Arbitration ........ _ ................. ................... 16.1-16.5 gFneia116 Mediation Dispute Resolution Agreement .............. . ....... 16,1-166 Disputes, Decisions by ENGINEER ................... 9.11-9.12 Docurnents- Copiesof_.........._..._:.._......._: ........................ 2.2 Record 6.19 Reuse of . Drawing"efinitic6 of, ................. _.b. ............ I ...... J-15 Easements 4.1 Effective date of Agreement .. definition qf ........ ).16 ERergencies.............. _ ................ : .......... - .............. �,23 ENODMER-- es initial interpreter on disputes ............ 11-9.12 definition of 1.17 Limitations On' authority, and responsibilitieS .... 9.13 Replacement of .................... ............. __ ...... Resident ProjectRepresentative......,,,_............. - 9.3 ENOMEERs Consultant -- definition of 1.18 ENGINEERs-- authority and responsibility, limitations on ........ 9.13 Authorized Variations in the Work„ ................ 915 Change Orders, responsibility for ....... 9.7,110, I'll 12 Clarifications and Interpretations - 3 -.6.3, 9.4 Decisions an Disputes, ........ .. - .... 9.11-9:12 defective Work, notice of ....... .......................... 13.1 Evaluation of Substitute Itcm$ ...........................0.7.3 0.7.3 Liability ................................................... 0.32.9.12 Notice Work is Acceptable .............. ...... __ ..... 14.13 Observations .......................................... 6.30.2 9.2 OWNERS Representative�.. ..... ........................... 9.1 Payments4o the CONTRACTOR, lEmponsibility fm....... ............................ 9.9:14 Recommendation of Payment ....... ............ 14A.14.13 Article or Paragraph Number Mponsibilitics-Limitations on ................ 9.11-9.13 Review.of Reports on Differing S6bsurface and Physical Conditions......,..... ___ ...... .... 4.2.4 Shop Drawings and Samples. review responsibility........: .............. % .... ............ ...... �k.26 Status During Construction - authorized variations in the Work .............. _.P.5 Clarifications and Interpretations,,,,,,,,,,,,,_ _:9.4 Decisions on Disputes ....................... _q. 11-9.12 Determinations on Unit Price ....... .............. 9.10 FNGINEtR as initial Interpreter,, 9.11m9.12 ENGINEER3 Res,po mubilities ..... , ........... 91 -9.12 Limitations an ENGINEEWs Authority and Rmponsibilitie* ..................... ....... ;9.13 OWNMs Rcprc=nLativc ..... _ I ............. ........ Project Representative ....... ......... ....... 9.3 Rejecting Defective Work ...............................9.6 Shop Drawings, Change Orders and Payments .......................... ......... 9.7-9.9 Visits to Site ............................._..................9.2 Unit Price determinations ................................. 9.10 Y'S'tS to S'te. ... - ....... - ........ - .................... Written consent required ..... ......... .. ........ - 7.2. 9.1 Equipment, Labor, Materials an4 ........................0.3.6.5 Equipment rental, Cost of the Work.......;:_.,_;_„ 11.4.5.3 Equivalent Materials and Equipment ........................ 0.7 error a cmission5 .................................................. 0.33 Evidence of Financial Arrangements__.., ............... M I Explorations orphysical candition4 ........................ 14.2.1 Tee; I CONTRA CTORs--Costs Plus .................... .....11.0 Field Order - definition of .-'J'19 issued by 9.5 Final Application for Paymenct......- ...... ......... ..... 14.12. Final Inspection ................................................... 14.11 Final Payment - and Acceptance ............................... . ..... 14.13-14.14 P;: ior to, for cash ulloarmcm 11.8 General Provisions,,,,,;,,,,,,;,,,,,_,,,,,,,;,,,,;,,,:,,,.,17.3-17.4 General Rectwernents- definition 0( ..................................................... J.20 principal references ............2.6. 6.4, 6.6-6.7,(5.24 Giving Notice ........... ........... ............ ...... ....... 17.1 Guarantee of Work -by CONTRACTOR;,,,,,,; 6.30, 14.12 Hazard Communication Programs ............................ 6.22 Hazardous Waste - definition of 1.21 general ............................................................. 4.5 OWNERN responsibility far .............................. 8.10 EJCDC GENERAL CONDITIONS 1910.8 (1990 EDITION? w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9"