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109014 R C HEATH - CONTRACT - BID - 5759 DOWNTOWN ENHANCEMENT PROJECT
SPECIFICATIONS AND CONTRACT DOCUMENTS FOR DOWNTOWN ENHANCEMENT PROJECT BID NO. 5759 BID OPENING: PURCHASING DIVISION 215 NORTH MASON STREET, FORT COLLINS FEBRUARY 12, 2003 - 3:00 P.M. (OUR CLOCK) I 00330 REVISED Bid Schedule Downtown Enhancement Project City of Fort Collins Bid No. 5759 e. d is r'5 + 4 210-05 Remove Concrete Sidewalk Chase (save steel plates for reuse) 5.00 EA $ $ 210-06 Relocate Bolt Down Bicycle Racks (and Paint Green) 3.00 EA $ $ 210-07 Remove and Replace Glass Entryway 1.00 LS $ $ 210-08 Tree Grates Remove and Reset 9.00 EA $ $ 210-09 Remove and Reset Chain Link Fence 1.00 LS $ $ 210-10 Remove and Reset Trash Receptacle 2.00 EA $ $ n 212-01 Tree Protection 30.00 EA $ $ 212-02 Turf Sod 6000.00 SF $ $ 212-03 Wood Mulch(Y) 390.00 SF $ $ �m 214-01 Skyline Honey Locust 3" Diameter 4.00 EA $ $ 214-02 Wilton Blue Rug Juniper - 5 gallon 6.00 EA $ $ 214-03 Crimson Pigmy Barberry - 5 gallon 3.00 EA $ $ 304-01 Aggregate Base Class 5-6 cip 14" 52.00 TON $ $ „< s 412-01 Portland Cement Concrete Pavement Ito") 1422.30 SY $ $ 412-02 Portland Cement Concrete Pavement (8" ) 4844.40 SY $ $ 412-03 Concrete Pavement Additional 1"Thickness 710.00 SY in. $ $ 412-04 Hi -Early Concrete - 3000psi @ 24 Hours 50.00 CY $ $ 412-05 Hi Early Concrete - 3000psi @12 Hours 50.00 CY $ $ 608-01 Concrete Sidewalk (6") 5751.90 SF $ $ 608-02 Concrete Sidewalk (4") (Sidewalk Rehab. Work) 4240,50 SF $ $ 608-03 Colored Concrete Sidewalk (6") 6751.00 SF $ $ 608-04 Concrete Access Ramps wl Trunc. Domes (6") (per detail) 700.00 SF $ $ 608-05 Concrete Driveway 8 Approach (8") 222.00 SF $ $ 608-06 Pedestrain Refuge Islands (see Detail) 456.00 SF $ $ 608-07 Enhanced Concrete Crosswalks (10") (see detail) (stamping and coloring only) 3530.00 SF $ $ 608-08 Concrete Bands - per Detail 339.00 SF $ $ 608-09 Concrete Stairs (6" Risers) per Detail 95.00 CF $ $ 608-10 Flowable Fill 186.00 CY $ $ 608-11 Concrete Wall 6'to 8' w/ Footer and Stucco Finish (see detail) (Mason St.) 1.00 LS $ $ 608-12 Concrete Wall Repair at Oak Street Plaza (see detail) 1.00 LS $ $ 608-13 Concrete Median Wall at Laporte Turn Lane 155.00 LF $ $ 608-14 Colored Concrete Splash Block (incl. prep work)(see detail) 418.00 SF $ $ M P } {�.:r M G 3 C a[! e g g8 q� s 3 �f• §R A Q .I Rfr i�I 4 8 ffi Correction or Removal o....................... 10.4.1, 13.11 Correction Period .. ... .......... .. .... ...•„•.._.,...,...,,,,13.12 in general.........................................13, 14.7, 14.11 Article or Paragraph Number Observation by ENGINEER ................................ 9.2 OWNER May Stop Work.................................13.10 Prompt Notice of Defects, ......., ..13.1 Rejecting...........................................................9.6 Uncovering the Work.......................................13.8 Definitions .................... Delays ..................................... 4.1, 6.29, 12.3-12.4 Delivery of Bonds.....................................................2.1 Delivery of certificates of insurance ...................... ""2.7 Determinations for Unit Price$ ...... ........................„ 9.10 Differing Subsurface or Physical Conditions-- Noticeof........................................................4.2.3 ENGINEER's Review......................................4.2.4 Possible Contract Documents Chang@ .............. 4.2.5 Possible Price and Times Adjustments ............. 4.2.6 Discrepancies -Reporting and Resolving................................2.5, 3.3.2, 6.14.2 Dispute Resolution-- Agreement................................................16.1-16.6 Arbitration ................................................16.1-16.5 general16 Mediation.........................................................16.6 Dispute Resolution Agreement..........................16.1-16.6 Disputes, Decisions by ENGINEER .................. 9.11-9.12 Documents -- Copiesof. I ........................................................ 2.2 Record 6.19 Reuseof.............................................................3.7 Drawings --definition of .......................................... 1.15 Easements ............. 4.1 Effective date of Agreement -- definition of ............. J.16 Emergencies...........................................................0..23 ENGINEER -- as initial interpreter on dispute$ ................ 9.11-9.12 definition of ................................. ................1.17 Limitations on authority and responsibilities..... 9.13 Replacement of .................................................. 8.2 Resident Project Representative ...........................9.3 ENGINEER's Consultant -- definition of ...............1.18 ENGINEER's-- authority and responsibility, limitations oq... ..... 9.13 Authorized Variations in the Work.....................9.5 Change Orders, responsibility for...... 9.7, 10, 11, 12 Clarifications and Interpretation$...............3.6.3, 9.4 Decisions on Disputes .............................. 9.11-9.12 defective Work, notice of..................................13.1 Evaluation of Substitute Items ............................. 6.7.3 Liability...................................................6.32, 9.12 Notice Work is Acceptable..............................j4.13 Observations...........................................6.30.2, 9.2 OWNER's Representative .................................... Payments to the CONTRACTOR, Responsibility for.....................................9.9, Recommendation of Payment ....................14.4, 14.1 Article or Paral Numl Responsibilities --Limitations orl.................9.11-9 Review of Reports on Differing Subsurface and Physical Conditions ............................. 4.2 Shop Drawings and Samples, review responsibility ..............................................E - Status During Construction -- authorized variations in the Work ....•........... — Clarifications and Interpretations .................. Decisions on Disputes ................ ..•.., 9.11-9.1 Determinations on Unit Price ...................... 9A ENGINEER as Initial Interpreter....•.•., 9.11-9 ENGINEEWs Responsibilities ................ 9.1-9. i Limitations on ENGINEER's Authority and Responsibilities .......... I ................... 9 OWNEWs Representative ................................ Project Representative...................................9. Rejecting Defective Work ..............................� Shop Drawings, Change Orders and Payments....................................9.7-9. Visits to Site................................................1 Unit Price determinations.................................5 Visits to Site ........................................................• Written consent required .............................. 7.2, 9. Equipment, Labor, Materials and. ......................... 4.3- Equipment rental, Cost of the Work .................. 11.4 Equivalent Materials and Equipment .........................6. error or omissions .................................................... 6-2 Evidence of Financial Arrangement$ .......................{ Explorations of physical conditions ........ ........... 4.1. Fee, CONTRACTOR's--Costs Plus ...........................11. Field Order -- definition of ................. .................................... ) issued by ENGINEER ................................ 3.6.1, 9. Final Application for Payment.. ........, I........, 14— Final Inspection...................................................14 Final Payment -- and Acceptance ...................................... 14.13-14J Prior to, for cash allowances ...............................I General Provisions .......................................... 173-1 ,. General Requirements-- _ definition of.....................................................1 principal references to 2.6 6.4, 6.6-6.7, t GivingNotice.........................................................17. Guarantee of Work --by CONTRACTOR......._ 6.30, 11 Hazard Communication Programs .......................... f Hazardous Waste -- definition of ...... ...............................................1--2 general............................................................. OWNER's responsibility for.......... I .................... S.. ix EJCDC GENERAL CONDITIONS 1910-8 (199( w/ CITY OF FORT COLLINS MODIFICATIONS Indemnification..............................6.12, 6.16, 6.31-6.33 Initially Acceptable Schedules...................................2.9 Inspection -- Certificates of..............................9.13.4, 13.5, 14.12 Final........... ......................................14.11 Article or Paragraph Number Special, required by ENGINEER .........................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 Before starting the Work .................................... 2.7 Bonds and --in general..........................................5 Cancellation Provisions ....................................... 5.8 Certificates of...................2.7, 5, 5.3, 5.4.11, 5.4.13, ,,,,,,,,,,,,,,,,,,,,,,,,5.6.5, 5.8, 5.14, 9.13.4, 14.12 completed operations.....................................5.4.13 CONTRACTOR's Liability..................................5.4 CONTRACTOR's objection to coverage,.,. .......5.14 Contractual Liability......................................5.4.10 deductible amounts, CONTRACTOR's responsibility................................................5.9 Final Applicafion for Payment ..........................14.12 Licensed Insurers...............................................5.3 Notice requirements, material changes ........ 5.8, 10.5 Option to Replace ............................................. 5.14 other special insurances....................................5.10 OWNER as fiduciary for insureds .......... 5.12-5.13 OWNER's Liability............................................5.5 OWNER's 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 Insurance,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, 5.10 Waiver of Rights................................ ..... .........5.11 Intent of Contract Documents 3.1-3.4 Interpretations and Clarifications..*..................3.6.3, 9.4 Investigations of physical conditions,,,,,,,,,,,,,,,,,,,,,,,,,,4.2 Labor, Materials and Equipment ........................... 6.3-6.5 Lands -- and Easements...................................................8.4 Availability of,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,I .... 4.1, 8.4 Reports and Tests...............................................8.4 Laws and Regulations --Laws or Regulations-- Bonds ................... ...... ................................ 5.1-5.2 Changes in the Work ................. .....................10.4 Contract Documents3.1 CONTRACTOR's Responsibilities .....................6.14 Correction Period, defective Work„.................13.12 Cost of the Work, taxes............................. 11.4.5.4 definition of ................ ................................ .....1.22 general6.14 Indemnification ........................................ 6,31-6.33 Insurance...........................................................5.3 Precedence................................................3.1, 3.3.3 Reference to .................................................... 3.3.1 Safety and Protection................................6.20, 13.2 Subcontractors, Suppliers and Others...... ...... 6.8-6.11 Article or Paragraph Number Tests and Inspections...................................13.5 Use of Premises„ ............. ......... ...............6.16 Visits to Site.......................................................9.2 Liability Insurance -- CONTRACTOR s............................................... 5.4 OWNER's...........................................................5.5 Licensed Sureties and Insurers ...............................„ 5.3 Liens -- Application for Progress Payment ......................14.2 CONTRACTOR's Warranty of Title....................14.3 Final Application for Payment .........................14.12 definition of .................... ......... ................1.23 Waiver of Claims............................................14.15 Limitations on ENGINEERs authority and responsibilities„............................................... 9.13 Limited Reliance by CONTRACTOR Authorized ........................................................ 4.2.2 Maintenance and Operating Manuals -- Final Application for Payment .........................14.12 Manuals (of others) -- Precedence ................................................... 3.3.3. l Reference to in Contract Documents ..................3.3.1 Materials and equipment -- furnished by CONTRACTOR...............................6.3 not incorporated in Work...................................14.2 Materials or equipment --equivalent ..... ................6.7 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 Claim.................................................17.3 Professional Fees and Court Costs Included..,._... 17.5 Multi -prime contracts.................................................7 Not Shown or Indicated ,,,,,,,,,,,,,,,,,,,,,,,,,,I .............. 4.3.2 Notice of -- Acceptability of Project.....................................14.13 Award, definition of..........................................L25 Claim............................................................17.3 Defects,13.1 Differing Subsurface or Physical Conditions.,..,, 4.2.3 Giving ........................................... ................. 17.1 Tests and Inspections........................................13.3 Variation, Shop Drawing and Sample ............... 6.27 Notice to Proceed -- definition of ..................................................... 1.26 givingof ........................................................... 2.3 X EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) 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 CONTRACTOR...............6.9, 9.13 Open Peril policy form, Insurance ..........................5.6.2 Option to Replace ...............................................:... 5.14 Article or Paragraph Number "Or Equal" Items......................................................6.7 Other work 7 Overtime Work --prohibition of„ ............................... 6.3 OWNER -- Acceptance ofdefective Work ..........................J3.13 appoint an ENGINEER......................................8.2 as fiduciary...............................................5.12-5.13 Availability of Lands, 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...................................I.....13.10 May Suspend Work, Terminate............................8.8, 13.10, 15.1-15.4 Payment, make prompt. .................... 8.3, 14.4, 14.13 performance of other work .................................. 7.1 permits and licenses, requirements ....................0.13 purchased insurance requirements,,,,,,,,,,,,,, ............... OWNER's-- Acceptance of the Work..............................6.30.2.5 Change Orders, obligation to execute,,,..,,,,, 8.6, 10.4 Communications ................................................. 8.1 Coordination of the Work 7.4 Disputes, request for decision ............................. 9..11 Inspections, tests and approvals..................8.7, 13.4 Liability Insurance ............................................. 5.5 Notice of Defects..............................................13.1 Representative --During Construction, ENGINEER's Status ...................................... 9.1 Responsibilities -- Asbestos, PCBs, Petroleum, Hazardous Waste or Radioactive Material8.10 Change Orders ............................................ 8.6 Changes in the Work..................................10.1 communications ............................................ 8.1 CONTRACTOR's responsibilities ..................8.9 evidence of financial arrangements..............8.11 inspections, tests and approvals,,, ................... 8.7 insurance....................................................... 8.5 lands and easements„...................................8.4 prompt payment by ....................................... 8.3 replacement of ENGINEER ...........................8.2 reports and tests,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,8.4 stop or suspend Work,,,,,,,,,,,,,,,,„8.8, 13.10, 15.1 terminate CONTRACTOR's services ............................... 8.8, 15.2 separate representative at site ............................. 9.3 testing, independent ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,............ I A use or occupancy of the Work,,,,,,,,,,,,,,,,,,,,,,,,,5.15, 6.30.2.4, 1,.A written consent or approval required.........................................9.1, 6.3, -- xi EJCDC GENERAL CONDITIONS 1910-8 (199( w/ CITY OF FORT COLLINS MODIFICATIONS Article or Paragraph Number written notice required ........................7.1, 9.4, 9.11, ....................................11.2, 11.9, 14.7, 15.4 PCBs -- definition of.....................................................1.29 general..............................................................4.5 OWNER's responsibility for...............................8.10 Partial Utilization— definition of.....................................................1.28 general6.30.2.4, 14.10 Property Insurance ............................................ 5.15 Patent Fees and Royalties ....................................... 6.12 Payment Bonds ...................... .......... ................... 5.1-5.2 Payments, Recommendation of..............14.4-14.7, 14.13 Payments to CONTRACTOR and Completion -- Application for ProgressPayments ......................14.2 CONTRACTOR's Warranty of Title ...................14.3 Final Application for Payment ............ 0.............14.12 Final Inspection ............................................... 14.11 Final Payment and Acceptanc@................14.13-14.14 general............ .................. ..... ......................$.3, 14 Partial Utilization..................................I.........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 Completion.................. Waiver of Claims ............................................. 14.15 when payments due ................................. 14.4, 14.13 withholding payment ..... ......... ..................14.7 Performance Bonds __...,.,, 5.1-5.2 Permits 4 13 Petroleum -- definition of.....................................................1.30 general..............................................................4.5 OWNER's responsibility for...............................8.10 Physical Conditions -- Drawings of, in or relating to ........................ 4.2.1.2 ENGINEER's review ........................................ 4.2.4 existing structures........**..................................4.2.2 general 4.2.1.2 ............................... Notice of Differing Subsurface or,.....................4.2.3 Possible Contract Documents Change...............4.2.5 Possible Price and Times Adjustments...............4.2.6 Reports and Drawings ..................................... 4.2.1 Subsurface and .............. ......... ......... .....- 4.2 Subsurface Conditions...................................4.2.1.1 Technical Data, Limited Reliance by CONTRACTOR Authorized ....................... 4.2.2 Underground Facilities-- general........................................................ 4.3 Not Shown or Indicaed ................................ 4.3.2 Protection of ........................................ 4.3, 6.20 Article or Paragraph Number Shown or Indicated ................................................ 4.3.1 Technical Data ............................................... 4.2.2 Preconstruction Conferenc@.......................................2.8 Preliminary Matters.....................................................2 Preliminary Schedules .............................................. 2.6 Premises, Use of ............................................. 6.16-6.18 Price, Change of Contract .................. ........................ I I Price, Contract --definition of .................................. 1.11 Progress Payment, Applications for ..........................14.2 Progress Payment--retainage................................... 14.2 Progress schedule, CONTRACTOR's............2.6, 2.8, 2.9, ................................. 6.6, 6.29, 10.4, 15.2.1 Project --definition of...............................................1.31 Project Representative— ENGINEER's Status During Construction ........_...9.3 Project Representative, Resident --definition of... ...... 1.33 prompt payment by OWNER.....................................8.3 Property Insurance-- Additional.........................................................5.7 general5.6-5.10 Partial Utilization................................5.15, 14.10.2 receipt and application of proceeds ........ 5.12-5.13 Protection, Safety and .......... ..................... 6.20-6.21, 13.2 Punchlist..........................................................14.11 Radioactive Material-- defintion of.....................................................1.32 general4.5 OWNER's responsibility for...............................$.10 Recommendation of Payment ................. 14.4, 14.5, 14.13 Record Documents ................ .................... 6.19, 14.12 Records, procedures for maintaining ... ..................2.8 Reference Points ................................ .. ....... .......4.4 Reference to Standards and Specifications of Technical Societies.........................................3.3 Regulations, Laws and(or).................................... 6.14 Rejecting Defective Work..........................................9.6 Related Work -- atSite........................................................7.1-7.3 Performed prior to Shop Drawings and Samples submittals review... ................. j6.28 Remedies, cumulative......................................17.4, 17.5 Removal or Correction ofDefective Work................13.11 rental agreements, OWNER approval required ..... 11.4.5.3 replacement of ENGINEER, by OWNER .................... 8.2 Reporting and Resolving Discrepancies................................2.5, 3.3.2, 6.14.2 Reports -- and Drawings.................................................4.2.1 and Tests, OWNER's responsibility ...................... 8.4 Resident and Project Representative -- definition of ........................... ......................1.33 provision for............................................................9.3 xii EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) Article or Paragraph Number Resident Superintendent, CONTRACTOR ............... 6.2 Responsibilities— CONTRACTOR's-in general .................................. 6 ENGINEERS -in general........................................9 Limitations on.............................................9.13 OWNER's-in general.............................................8 Retainage.............................................................I4.2 Reuse of Documents ................................................. 3.7 Review by CONTRACTOR Shop Drawings and Samples Prior to Submittal, ......................... 6.25 Review of Applications for Progress Payments,,,,,,,,,,,,,,,,,,,,,*..__., *..., 14.4-14.7 Right to an adjustment ,,,,,,,,,,,,,,,,,,,*... ,,,,,,,,, ... *........ 10.2 Rightsof Way..........................................................4.1 Royalties, Patent Fees and......................................6.12 Safe Structural Loading..........................................6.18 Safety -- and Protection................................4.3.2, 6.16, 6.18, .................I..............6 20-6.21, 7.2, 13.2 general .................................................... 6.20-6.23 Representative, CONTRACTORS ......................6.21 Samples -- definition of......................................................1.34 general ................................ ................6. 24-6.28 Review by CONTRACTOR ...... I ........ I................6.25 Review by ENGINEER..............................6.26, 6.27 related Work.................................................... 6.28 submittal of.........................................I..........6.24.2 submittal procedures ,,,,,,,,,,,,,,,,,,,,*........,_,,,,......6.25 Schedule of progress.............................2.6, 2.8-2.9, 6.6, .............. ......... .........6.29, 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...........................................................6.6 Change of Contract Times ,,,,,,,,,,,,,,,,,,,,,,,,,,,10.4 Initially Acceptable ........... ........ ......... 2.8, 2.9 Preliminary ..................................... ..2..6 ................ . Scope of Changes.......................................10.3-10.4 Subsurface Conditions ......................................... 4.2.1.I Shop Drawings -- and Samples, general.................................6.24-6.28 Change Orders & 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 Article or Para, Nu submittal required ............................................... 6.2.-'- Submittal Procedures .........E , use to approve substitutions .............................. 6.7. Shown or Indicated ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,4 ,. SiteAccess......................................................7.2, Site Cleanliness,,,,,,,,,,,,,,,, ....................................... .1 Site, Visits to -- by ENGINEER...........................................9.2, — byothers......................................................... "special causes of loss" policy form, insurance .......................... ` definitionof ..................................................... Specifications— defination of....................................................1 of Technical Societies, reference t9................... precedence..................................... ............3. Standards and Specifications of Technical Societies ....................................... Starting Construction, Beforq............................„2.5 Starting the Work,,,,,,,,,,,,,, ., ..................................... 2 Stop or Suspend Work -- by CONTRACTOR ........................................... by OWNER.....................................8.8, 13.10, 1� Storage of materials and equipment .....................4.1, 7 Structural Loading, Safety ........................................ r— Subcontractor— Concerning ................................................ 6.8-6.1 definition of ..................................................... ` . delays............................................................. waiver of rights................................................6.1 Subcontractors --in general.................................6.8-6J Subcontracts --required provisions ........ 5.11, 6.11, 11 Submittals -- Applications for Payment.................................14 Maintenance and Operation Manuals ...............1, Procedures....................................................... Progress Schedules......................................2.6, 2 Samples...................................................6.24-9� Schedule of Values.....................................2.6, Schedule of Shop Drawings and Samples Submissions, ..................................... 2.6,2.8-2 Shop Drawings.........................................6.24-i Substantial Completion -- certification of,6.30.2.3, 14.8-14 definition of ..................................................... Substitute Construction Methods or Procedures........E Substitutes and "Or Equal" Item$ ............................... 6 CONTRACTORS Expense ........................... 6.7—' ENGINEER's EvaluationE "Or -Equal" ........................ ......... .........6. / . I Substitute Construction Methods EJCDC GENERAL CONDITIONS 1910-8 (1990 w/ CITY OF FORT COLLINS MODIFICATIONS Article or Paragraph Number or Procedures.............................................6.7.2 Substitute Items ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,6.7.1.2 Subsurface and Physical Conditions -- Drawings of, in or relatng to,,,,,,,,,,,,,,,,,,,,,,,, 4.2.1.2 ENGINEER's Review .... ......... ......... ...... 4.2.4 general........................ ................. .........4 2 Limited Reliance by CONTRACTOR Authorized................................................4.2.2 Notice of Differing Subsurface or Physical Conditions ......................................... 4.2.3 Physical Conditions ...................................... 4.2.1.2 Possible Contract Documents Change,,,,,,,,,,,,,„4.2.5 Possible Price andTimes Adjustments,,,,,,,,,,,,,,, 4.2.6 Reports and Drawings,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,, 4.2.1 nd................ ........ ...................... Subsurface and. '*"****"**"*........ ...... 4.2 Subsurface Conditions at the Site...................4.2.1.1 Technical Data ............................ ...............4.2.2 Supervision— CONTRACTORs responsibility ...........................6.1 OWNER shall not supervise ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,8.9 ENGINEER shall not supervise ................ 9.2, 9.13.2 Superintendence...................................................... 6.2 Superintendent, CONTRACTORS resident,,,,,,,,,,,,,,, 6.2 Supplemental costs .............................................. 11.4.5 Supplementary Conditions -- definition of......................................................1.39 principal references to.................1.10, 1.18, 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.....................................................1.40 principal references to ........... 3.7, 6.5, 6.8-6.11, 6.20, ..........................................6.24, 9.13, 14.12 Waiver of Rights...............................................6.11 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 ......... ......... .............5.1-5.3 Survival of Obligations,,,,,,,,,,,,,,,,,,,,,,, 6.34 Suspend Work, OWNER May ....................... j 3.10, 15.1 Suspension of Work and Termination--15 CONTRACTOR May Stop Work or Terminate...............................................15.5 OWNER May Suspend Work.............................15.1 OWNER May Terminate ............................ 15.2-15.4 Taxes --Payment by CONTRACTOR ........................ 6.15 Technical Data -- Limited Reliance by CONTRACTOR................4.2.2 Possible Price and Times Adjustments..............4.2.6 Reports of Differing Subsurface and Physical Conditions.....,,,.,„........................4.2.3 Temporary construction facilities ............................. 4.1 Article or Paragraph Number Termination -- by CONTRACTOR...........................................15.5 by OWNER........................................8.8, 15.1-15.4 of ENGINEER's employment...............................$.2 Suspension of Work-in general.._._„ ..................15 Terms and Adjectives ............ ......... ................3.4 Tests and Inspections -- Access to the Work, by others............................13.2 CONTRACTORS responsibilities ......................13.5 cost of 13.4 covering Work prior to ......... ...................... 13.6-13.7 Laws and Regulations (or) ................................ 13.5 Notice of Defects13.1 OWNER May Stop Work ...I ..... ............„13.10 OWNERS independent testing ..... ................13.4 special, required by ENGINEER ..........................9.6 timely notice required.......................................13.4 Uncovering the Work, at ENGINEERS request.................................................13.8-13.9 Times-- Adjusting...........................................................6.6 Change of Contract..............................................12 Computation of................................................17.2 Contract Times --definition of ...........................1.12 day......................... ......... .............17.2.2 Milestones..........................................................12 Requirements-- appeals.................................................9.10, 16 clarifications, claims and disputes..................9.11, 11.2, 12 Commencement of Contract Times,,,,,,,,,,,,,,,, 2.3 Preconstruction Conference ...........................7.8 schedules.........................................2.6, 2.9, 6.6 Starting the Work.........................................2.4 Title, Warranty of. ................................................... 14.3 Uncovering Work............................................13.8-13.9 Underground Facilities, Physical Conditions -- definition of .................................................... 1.41 Not Shown or Indicated...................................4.3.2 protection of,,,,,,,,,,,,,,,,,, „ , ._.._- ._........4.3, 6.20 Shown or Indicated4.3.1 Unit Price Work-- claims..........................................................11.9.3 definition of .................................................... 1.42 generall 1.9, 14.1, 14.5 Unit Prices-- gencral l 1.3.1 Determination for.............................................9.10 Use of Premises ,,,,,, , , ...,-.. 6.16, 6.18, 6.30.2.4 Utility owners ..... ....................... 6.13, 6.20, 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, ............................. 2.6, 2.8-2.9, 14.1 xiv EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) Variations in Work --Minor Authorized ......................................... Article or Paragraph Number Visits to Site --by ENGINEER .................................... 9.2 Waiver of Claims --on Final Payment ......................14.15 Waiver of Rights by insured partie$.................. $.11, 6.11 _. Warranty and Guarantee, General --by CONTRACTOR................................................6.30 Warranty of Title, CONTRACTOR's........................14.3 Work -- Accessto..........................................................1.3.2 byothers............................................................... 7 Changesin the.....................................................10 Continuing the ................................................. 6.29 CONTRACTOR May Stop Work or Terminate...............................................15.5 — Coordination of..................................................7.4 Cost of the.................................................11.4-11.5 definition of......................................................1.43 neglected by CONTRACTOR............................13.14 otherWork........................................................... 7 OWNER May Stop Work.................................13.10 OWNER May Suspend Work...................13.10, 15.1 Related, Work at Site....................................7.1-7.3 Starting the........................................................2.4 Stopping by CONTRACTOR.............................1,5.5 _ Stopping by OWNER.................................15.1-15.4 Variation and deviation authorized, mino;........... 3.6 Work Change Directive -- claims pursuant to.............................................10.2 definition of......................................................1.44 principal references to.......................3.5.3, 10.1-10.2 Written Amendment-- _ definition of......................................................1.45 principal references to...............1.10, 3.5, 5.10,15.12, ........................6.6.2, 6.8.2, 6.19, 10.1, 10.4, 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............................7.1, 9.10-9.11, 10.4, 11.2, 12.1 by OWNER ....................9.10-9.11, 10.4, 11.2, 13.14 _ xv EJCDC GENERAL CONDITIONS 1910-8 (1990 w/ CITY OF FORT COLLINS MODIFICATIONS (This page left blank intentionally) xvi EJCDC GENERAL CONDITIONS I910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) GENERAL CONDITIONS 1RC71101AwQ:110ia0 "C13M Wherever used in these General Conditions or in the other Contract Documents the following terms have the meanings indicated which are applicable to both the singular and plural thereof: 1.1. Addenda —Written or graphic instruments issued prior to the opening of Bids which clarify, correct or change the Bidding Requirements or the Contract Documents. 1.2. Agreement --The written contract between OWNER and CONTRACTOR covering the Work to be performed; other Contract Documents are attached to the Agreement and made a part thereof as provided therein. 1.3. Application for Payment —The form accepted by ENGINEER which is to be used by CONTRACTOR in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 1.4. Asbestos --Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 1.5. Bid —The offer or proposal of the bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 1.6. Bidding Documents —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). 1.7. Bidding Requirements —The advertisement or invitation to Bid, instructions to bidders, and the Bid form. 1.8. Bonds —Performance and Payment bonds and other instruments of security. 1.9. Change Order —A document recommended by ENGINEER, which is signed by CONTRACTOR and OWNER and authorizes an addition, deletion or revision in the Work, or an adjustment in the Contract Price or the Contract Times, issued on or after the Effective Date of the Agreement. 1.10. Contract Documents —The Agreement, Addenda (which pertain to the Contract Documents), CONTRACTOR's Bid (including documentation accompanying the Bid and any post Bid documentation submitted prior to the Notice of Award) when attached as an exhibit to the Agreement, the Notice to Proceed, the Bonds, these General Conditions, the Supplementary Conditions, the Specifications and the Drawings as the same are more specifically identified in the Agreement, _ together with all Written Amendments, Change Orders, Work Change Directives, Field Orders and ENGINEER's written interpretations and clarifications issued pursuant to paragraphs 3.5, 3.6.1 and 3.6.3 on or after the Effective . -- Date of the Agreement. Shop Drawing submittals approved pursuant to paragraphs 6.26 and 6.27 and the reports and drawings referred to in paragraphs 4.2.1 and 4.2.2 are not Contract Documents. 1.11. Contract Price —The moneys payable by OWNER to CONTRACTOR for completion of the Work in accordance with the Contract Documents as stated in — the Agreement (subject to the provisions of paragraph 11.9.1 in the case of Unit Price Work). 1.12. Contract Times --The numbers of days or the dates stated in the Agreement: (i) 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 paragraph 14.13. 1.13. CONTRACTOR —The person, firm or corporation with whom OWNER has entered into the Agreement. 1.14. defective --An adjective which when modifying the word Work refers to Work that is unsatisfactory, faulty or deficient in that it does not conform to the Contract Documents, or does not meet the requirements of any inspection, reference standard, test or approval referred to in the Contract Documents, or has been damaged prior to ENGINEER's recommendation of final payment (unless responsibility for the protection thereof has been assumed by OWNER at Substantial Completion in accordance with paragraph 14.8 or 14.10). _ 1.15. Drawings --The drawings which show the scope, extent and character of the Work to be famished and performed by CONTRACTOR and which have been prepared or approved by ENGINEER and are referred to in the Contract Documents. Shop drawings are not Drawings as so defined. 1.16. Effective Date of the Agreement -The date indicated in the Agreement on which it becomes effective, but if no such date is indicated it means the date on which the Agreement is signed and delivered by the last of the_ two parties to sign and deliver. 1.17. ENGINEER —The person, firm or corporation named as such in the Agreement. 1.18. ENGINEER's Consultant --A person, firm or corporation having a contract with ENGINEER to furnish services as ENGINEERs independent professional_ associate 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 changes in the Work in accordance with paragraph 9.5 but which does not involve a change in the Contract Price or the Contract Times. EICDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) 1.20. General Requirements --Sections of Division 1 of the Specifications. 1.21. Hazardous Waste —The term Hazardous Waste shall have the meaning provided in Section 1004 of the Solid Waste Disposal Act (42 USC Section 6903) as amended from time to time. 1.22.a. Laws and Regulations; Laws or Regulations --Any and all applicable laws, rules, regulations, ordinances, codes and orders of any and all governmental bodies, agencies, authorities and courts having jurisdiction. 1.22 b. Legal Holidays --shall be those holidays observed by the City 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 intermediate completion date or time prior to Substantial Completion of all the Work. 1.25. Notice of Award --A written notice by OWNER to the apparent successful bidder stating that upon compliance by the apparent successful bidder with the conditions precedent 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 run and on which CONTRACTOR shall start to perform CONTRACTOR'S obligations under the Contract 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 Utilization —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. 1.29. PCBs --Polychlorinated biphenyls. 1.30. Petroleum --Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene and oil mixed with other non -Hazardous Wastes and crude oils. 1.31. Project --The total construction of which the Work to be provided under the Contract Documents may be the whole, or a part as indicated elsewhere in the Contract Documents. 1.32.a. Radioactive Material --Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) 1954 (42 USC Section 2011 et seq.) as amended from time to time. 1.32.b. Regular Working Hours —Regular working hours are defined as 7:00am to 6:00pm 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. Samples —Physical examples of materials, equipment, or workmanship that are representative of some 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 information which are specifically prepared or assembled by or for CONTRACTOR and submitted by CONTRACTOR to illustrate some portion of the Work. 1.36. Specifications —Those portions of the Contract Documents consisting of written technical descriptions of materials, equipment, construction systems, standards and workmanship as applied to the Work and certain administrative details applicable thereto. 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. Substantial Completion --The Work (or a specified part thereof) has progressed to the point where, in the opinion of ENGINEER as evidenced by ENGINEER's definitive certificate of Substantial Completion, it is sufficiently complete, in accordance with the Contract Documents, so that the Work (or specified part) can be utilized for the purposes for which it is intended; or if no such certificate is issued, when the Work is complete and ready for final payment as evidenced by ENGINEER's written recommendation of final payment in accordance with 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. Supplementary Conditions --The part of the Contract Documents which amends or supplements these General Conditions. 1.40. Supplier --A manufacturer, fabricator, supplier, distributor, materialman or vendor having a direct contract with CONTRACTOR or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by CONTRACTOR or any Subcontractor. 1.41. Underground Facilities —All pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels or other such facilities or attachments, and any encasements containing such facilities which have been installed underground to furnish any of the following services or 00330 REVISED Bid Schedule City of Fort Collins Downtown Enhancement Project Bid No. 5759 e i# ea rl ..fin t"A �,e. u� i£y X P4[iiit° 608-15 Colored Driveway Crosswalk (8") 120.00 SF $ $ 608-16 Concrete Tree Grate Support 13.00 EA $ $ 608-17 Concrete Tree Grate Border Repair (6"x6"x10" Match Existing 248.00 LF $ $ 608-18 New Steel Tree Grate Installed (see detail) 11.00 EA $ $ 608-19 Concrete Sidewalk Chase — Salvaged Steel 5.00 EA 608-20 Concrete Sidewalk Chase Extension Including New Steel Extension 1.00 LS $ $ 608-21 MSE Block Retaining Wall (approx. 18" High) (see Detail) CIP 18.00 LF $ $ 608-22 Exposed Aggregate Concrete (4") 565.00 SF $ $ 608-23 8" Non-Reinfroced Concrete Retaining Wall 50,00 SFF $ $ 608-24 8" Non -Reinforced Concrete Structural Slab 490.00 SF $ $ 608-25 Epoxy Coated Reinforced Steel 1500.00 LBS $ $ 608-26 Street Name Sandblasting 12.00 EA $ $ 608-27 Sawcutting 50.00 LF-IN $ $ 609-01 Vertical Curb+Gutter-30" (see detail) LF $ $ 609-02 Barrier Curb - 6" @ Midblock Crossing (see Ped. Refuge Detail page 6 Sect A -A_ LF $ $ 609-03 College Ave. Median Curb - 18" @ Laporte (see Detail) ]4.00 LF $ $ 609-04 Vertical Curb and Gutter 42" (see Oak Street Detail) LF $ $ 609-05 Remove and Replace Curb and Gutter (match exisiting) LF $ $ 610-01 Interlocking Brick Paver Band and 4" conic. Base - Type 2 ' (Epoxied per Detail) 2256.00 SF $ $ 610-02 Interlocking Concrete Pavers and 4" conc. Base - Type i (Epoxied per Detail) 3005.00 SF $ $ 613-01 Electrical Sleeving (2" PVC) 455.00 LF $ $ 613-02 Install Light Pole, Pedestal and Fixture per detail (to be wired by others) 4.00 EA $ $ � 619-01 20' Extension of 3/4" Copper Service w/ Watervalve 1.00 LS $ $ 622-01 Pedestrian Bench (see Spec) Tlmberform Renasaince Model 2802 6 2.00 EA $ $ 622-02 Assemble and Install Bus Shelter (see Spec. Book for Details) 1.00 EA $ $ 622-03 Install Railing for Mason Street Ped. Improvements 1.00 LS $ $ 623-01 Irrigation for Mountain Ave. (exluding medians) 1.00 LS $ $ 623-02 Irrigation for Mason Ped Improvements 1.00 LS $ $ 623-03 Irrigation for Laporte Median 1.00 LS $ $ v4 materials: electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, sewage and drainage removal, traffic or other control systems or water. 1.42. Unit Price Work —Work to be paid for on the basis of unit prices. 1.43. Work —The entire completed construction or the various separately identifiable parts thereof required to be furnished under the Contract Documents. Work includes and is the result of performing or furnishing labor and furnishing and incorporating materials and equipment into the construction, and performing or furnishing services and furnishing documents, all as required by the Contract Documents. 1.44. Work Change Directive --A written directive to CONTRACTOR, issued on or after the Effective Date of the Agreement and signed by OWNER and recommended by ENGINEER, ordering an addition, deletion or revision in the Work, or responding to differing or unforeseen physical conditions under which the Work is to be performed as provided in paragraph 4.2 or 4.3 or to emergencies under paragraph 6.23. A Work Change Directive will not change the Contract Price or the Contract Times, but is evidence that the parties expect that the change directed or documented by a Work Change Directive will be incorporated in a subsequently issued Change Order following negotiations by the parties as to its effect, if any, on the Contract Price or Contract Times as provided in paragraph 10.2. 1.45. Written Amendment --A written amendment of the Contract Documents, signed by OWNER and CONTRACTOR on or after the Effective Date of the Agreement and normally dealing with the nonengineering or nontechnical rather than strictly construction -related aspects of the Contract Documents. ARTICLE 2—PRELIMINARY MATTERS Delivery of Bonds. 2.1. When CONTRACTOR delivers the executed Agreements to OWNER, CONTRACTOR shall also deliver to OWNER such Bonds as CONTRACTOR may be required to furnish in accordance with paragraph 5.1. Copies of Documents. 2.2. OWNER shall fumish to CONTRACTOR up to ten copies (unless otherwise specified in the Supplementary Conditions) of the Contract Documents as are reasonably necessary for the execution of the Work. Additional copies will be furnished, upon request, at the cost of reproduction. Commencement of Contract Times, Notice to Proceed: 2.3. The Contract Times will commence to run on the thirtieth day after the Effective Date of the Agreement, or, 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. In ne eyeW .., n the Gent et Times eammenee to fun later dHm &e sixtieth day aftef the day Starting the Work: 2.4. CONTRACTOR shall start to perform the Work on the date when the Contract Times commence to run, but no Work shall be done at the site prior to the date on which the Contract Times commence to run. Before Starting Construction: 2.5. Before undertaking each part of the Work, CONTRACTOR shall carefully study and compare the Contract Documents and check and verify pertinent figures shown thereon and all applicable field — measurements. CONTRACTOR shall promptly report in writing to ENGINEER any conflict, error, ambiguity or discrepancy which CONTRACTOR may discover and shall obtain a written interpretation or clarification from ENGINEER before proceeding with any 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 - - Documents, 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: 2.6.1. a preliminary progress schedule indicating the times (numbers of days or dates) for starting and completing the various stages of the Work, including any Milestones specified in the Contract Documents; 2.6.2. a preliminary schedule of Shop Drawing and Sample submittals which will list each required submittal and the times for submitting, reviewing and — processing such submittal; 2.6.2.1. In no case will a schedule be acceptable which allows less than 21 calendar — days for each review by Engineer. 2.6.3. A preliminary schedule of values for all of the Work which will include quantities and prices of _ items aggregating the Contract Price and will subdivide the Work into component parts in sufficient detail to serve as the basis for progress payments during construction. Such prices will include an appropriate amount of overhead and profit applicable to each item of Work. 2.7. Before any Work at the site is started, CONTRACTOR �R shall eaeh deliver to the ether OWNER, with copies to identified in the gupplementaiy Cenditie ENGINEER, — EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) certificates of insurance (and other evidence of insurance reasonably request requested by OWNER) which CONTRACTOR and OWNEn v .:..et., a is required to purchase and maintain in accordance with paragraphs 5 �, `-.nd 5. . Preconstruction Conference: 2.8. Within twenty days after the Contract Times start to run, but before any Work at the site is started, a conference attended by CONTRACTOR, ENGINEER and others as appropriate will be held to establish a working understanding among the parties as to the Work and to discuss the schedules referred to in paragraph 2.6, procedures for handling Shop Drawings and other submittals processing Applications for Payment and maintaining required records. Initially Acceptable Schedules. 2.9. Unless otherwise provided in the Contract Documents, at least ten days before submissien ef the before any work at the site begins, a conference attended by CONTRACTOR, ENGINEER and others as appropriate designated by OWNER will be held to review for acceptability to ENGINEER as provided below the schedules submitted in accordance with paragraph 2.6. and Division 1 - General Requirements. CONTRACTOR shall have an additional ten days to make corrections and adjustments and to complete and resubmit the schedules. No progress payment shall be made to CONTRACTOR until the schedules are submitted to and acceptable to ENGINEER as provided below. The progress schedule will be acceptable to ENGINEER as providing an orderly progression of the Work to completion within any specified Milestones and the Contract Times, but such acceptance will neither impose on ENGINEER responsibility for the sequencing, scheduling or progress of the Work nor interfere with or relieve CONTRACTOR from CONTRACTOR's full responsibility therefor. CONTRACTOR's schedule of Shop Drawing and Sample submissions will be acceptable to ENGINEER as providing a workable arrangement for reviewing and processing the required submittals CONTRACTOR's 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 concerning the Work. The Contract Documents are complementary; what is called for by one is as binding as if called for by all. The Contract Documents will be construed in accordance with the law of the place of the Project. 3.2. It is the intent of the Contract Documents to EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) describe a functionally complete Project (or part thereol) to be constructed in accordance with the Contract Documents. Any Work, materials or equipment that may reasonably be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the intended result will be furnished and performed whether or not specifically called for. When words or phrases which have a well-known technical or construction industry or trade meaning are used to describe Work, materials or equipment, such words or phrases shall be interpreted in accordance with that meaning. Clarifications and interpretations of the Contract Documents shall be issued by ENGINEER as provided in paragraph 9.4. 3.3. Reference to Standards and Specifications of Technical Societies, Reporting and Resolving 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 reference be specific or by implication, shall mean the latest standard, specification, manual, code or Laws or Regulations in effect at the time of opening of Bids (or, on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 3.3.2. If; during the performance of the Work, CONTRACTOR discovers any conflict, error, ambiguity or discrepancy within the Contract Documents or between the Contract 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 instruction of any Supplier referred 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 (except in an emergency as authorized by paragraph 6.23) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in paragraph 3.5 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 paragraph 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 3.3.3.2. the provisions of any such Laws or Regulations applicable 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). 3.3.4. In the event of conflicting or ambi uous own risk. No provision of any such standard, specification, manual, code or instruction shall be effective to change the duties and responsibilities of OWNER, CONTRACTOR or ENGINEER, or any of their subcontractors, consultants, agents or employees from those set forth in the Contract Documents, nor shall it be effective to assign to OWNER, ENGINEER or any of ENGINEER's Consultants, agents or employees any duty or authority to supervise or direct the furnishing or performance of the Work 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 Contract Documents the terms "as ordered", "as directed", "as required", "as allowed", "as approved" or terms of like effect or import are used, or the adjectives "reasonable", "suitable", "acceptable", "proper" or "satisfactory" or adjectives of like effect or import are used to describe a requirement, direction, review or judgment of ENGINEER as to the Work, it is intended that such requirement, direction, review or judgment will be solely to evaluate, in general, the completed Work for compliance with the requirements of and information in the Contract Documents and conformance with the design concept of the completed Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise).. The use of any such term or adjective shall not be effective to assign to ENGINEER any duty or authority to supervise or direct the furnishing or performance of the Work or any duty or authority to undertake responsibility contrary to the provisions of paragraph 9.13 or any other provision of the Contract Documents. Amending and Supplementing 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 one or more of the following ways: 3.5.1. a formal Written Amendment, 3.5.2. a Change Order (pursuant to paragraph 10.4), or 3.5.3. a Work Change Directive (pursuant to paragraph 10.1). _ 3.6. In addition, the requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work may be authorized, in one or more of the following ways: 3.6.1. A Field Order (pursuant to paragraph 9.5), _ 3.6.2. ENGINEER's approval of a Shop Drawing or Sample (pursuant to paragraphs 6.26 and 6.27), or 3.6.3. ENGINEER's written interpretation or clarification (pursuant to paragraph 9.4). Reuse of Documents. — 3.7. CONTRACTOR, and any Subcontractor or Supplier or other person or organization performing or furnishing any of the Work under a direct or indirect — contract with OWNER (i) shall not have or acquire any title to or ownership rights in any of the Drawings, Specifications or other documents (or copies of any thereof) prepared by or bearing the seal of ENGINEER or . ENGINEER's Consultant, and (ii) shall not reuse any of such Drawings, Specifications, other documents or copies on extensions of the Project or any other project without written consent of OWNER and ENGINEER and specific — written verification or adaptation by ENGINEER ARTICLE 4—AVAILABILITY OF LANDS; — SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCE POINTS Availability of Lands: 4.1. OWNER shall fumish, as indicated in the Contract -- Documents, the lands upon which the Work is to be performed, rights -of -way and easements for access thereto, and such other lands which are designated for the use of CONTRACTOR Ueen masenable vaitten muest — O[I/NERI.. intmst d e_ _i as neeessary F_ giving no �. of er�filing -s agaifist sueh lands in OWNER shall identify any encumbrances or restrictions not of general application but specifically related to use of lands so furnished with which CONTRACTOR will have to comply in performing the Work. Easements for permanent structures or permanent changes in existing facilities will be obtained and paid for by OWNER, unless otherwise provided in the Contract Documents. 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 OWNER's furnishing these lands, rights -of - way or easements, CONTRACTOR may make a claim therefor as provided in Articles 11 and 12. _ EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) 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. Subsurface and Physical Conditions: 4.2.1. Reports and Drawings: Reference is made to the Supplementary Conditions for identification of 4.2.1.1. Subsurface Conditions: Those reports of explorations and tests of subsurface conditions at or contiguous to the site that have been utilized by ENGINEER in preparing the Contract Documents; and 4.2.1.2. Physical Conditions: Those drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the site (except Underground Facilities) that have been utilized by ENGINEER in preparing the Contract Documents. 4.2.2. Limited Reliance by CONTRACTOR Authorized - Technical Data: CONTRACTOR may rely upon the general accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" 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 any of ENGINEER'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, techniques, sequences and procedures of construction to be employed by CONTRACTOR and safety precautions and programs incident thereto, or 4.2.2.2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings, or 4.2.2.3. any CONTRACTOR interpretation of or conclusion drawn from any "technical data" or any such data, interpretations, opinions or information. 4.2.3. Notice of Differing Subsurface or Physical Conditions: If CONTRACTOR believes that any subsurface or physical condition at or contiguous to the site that is uncovered or revealed either: 4.2.3.1. is of such a nature as to establish that any "technical 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 nature as to require a change in the Contract Documents, or 4.2.3.3. differs materially from that shown or EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) indicated in the Contract Documents, or 4.2.3.4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; then CONTRACTOR shall, promptly immediately after becoming aware thereof and before further disturbing conditions affected thereby or performing any Work in connection therewith (except in an emergency as permitted by paragraph 6.23), notify OWNER and ENGINEER in writing about such condition. CONTRACTOR shall not further disturb such conditions or perform any Work in connection therewith (except as aforesaid) until receipt of written order to do so. 4.2.4. ENGINEER'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 Documents Change: If ENGINEER concludes that a change in the Contract Documents is required as a result of a condition that meets 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 Times Adjustments: An equitable adjustment in the Contract Price or in the Contract Times, or both, will be allowed to the extent that the existence of such uncovered or revealed condition causes an increase or decrease in CONTRACTOR's cost of, or time required for performance of, the Work; subject, 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 4.2.3.4, inclusive; 4.2.6.2. a change in the Contract Documents pursuant to paragraph 4.2.5 will not be an automatic authorization of nor a condition precedent to entitlement to any such adjustment; 4.2.6.3. with respect to Work that is paid for on a Unit Price Basis, any adjustment in Contract Price 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 Contract Price or Times if; 4.2.6.4.1. CONTRACTOR knew of the existence of such conditions at the time CONTRACTOR made a final commitment to OWNER in respect of Contract Price and Contract Times by the submission of a bid or becoming bound under a negotiated contract; or 4.2.6.4.2. the existence of such condition could reasonably have been discovered or revealed as a result of any examination, investigation, exploration, test or study of the site and contiguous areas required by the Bidding Requirements or Contract Documents to be conducted by or for CONTRACTOR prior to CONTRACTOR's making such final commitment; or 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 agree on entitlement to or as to the amount or length of any such equitable adjustment in the Contract Price or Contract Times, a claim may be made therefor as provided in Articles I I and 12. However, OWNER, ENGINEER and ENGINEER's Consultants shall not be liable to CONTRACTOR for any claims, costs, losses or damages sustained by CONTRACTOR on or in connection with any other project or anticipated project. 4.3. Physical Conditions —Underground Facilities. 4.3.1. Shown or Indicated: The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the site is based on information and data furnished to OWNER or ENGINEER by the owners of such Underground Facilities or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 4.3.1.1. OWNER and ENGINEER shall not be responsible for the accuracy or completeness of any such information or data; and • 4.3.1.2. The cost of all of the following will be included in the Contract Price and CONTRACTOR shall have full responsibility for: (i) reviewing and checking all such information and data, (ii) locating all Underground Facilities shown or indicated in the Contract Documents,(iii) coordination of the Work with the owners of such Underground Facilities during construction, and (iv) the safety and protection of all such Underground Facilities as provided in paragraph 6.20 and repairing any damage thereto resulting from the Work. 4.3.2, Not Shown or Indicated: If an Underground Facility is uncovered or revealed at or contiguous to the site which was not shown or indicated in the Contract Documents, CONTRACTOR shall, protmptly immediately after becoming aware thereof and before further disturbing conditions affected thereby or performing any Work in connection therewith (except in an emergency as required by paragraph 6.23), identify the owner of such Underground Facility and EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) give writtenitotice to that owner and to OWNER and — ENGINEER ENGINEER will promptly review the Underground Facility and determine the extent, if any, to which a change is required in the Contract Documents to reflect and document the consequences of the existence of the Underground Facility. If ENGINEER concludes that a change in the Contract Documents is required, a Work Change Directive or a Change Order will be issued as provided in Article 10 to reflect and document such consequences. During such time, CONTRACTOR shall be responsible for the safety and protection of such Underground Facility as provided in paragraph 6.20. CONTRACTOR shall may be allowed an increase in the Contract Price or an extension of the Contract Times, or both, to the extent that they are attributable to the existence of any Underground Facility that was not shown or indicated in the Contract Documents and that CONTRACTOR did not know of and could not reasonably have been expected to be aware of or to have anticipated. If OWNER and CONTRACTOR — are unable to agree on entitlement to or the amount or length of any such adjustment in Contract Price or Contract Times, CONTRACTOR may make a claim therefor as provided in Articles 11 and 12. However, — OWNER, ENGINEER and ENGINEER's Consultants shall not be liable to CONTRACTOR for any claims, costs, losses or damages incurred or sustained by CONTRACTOR on or in connection — with any other project or anticipated project. Reference Points. 4.4. OWNER shall provide engineering surveys to establish reference points for construction which in ENGINEER's judgment are necessary to enable CONTRACTOR to proceed with the Work. — CONTRACTOR shall be responsible for laying out the Work, shall protect and preserve the established reference points and shall make no changes or relocations without the prior written approval of OWNER. CONTRACTOR — shall report to ENGINEER whenever any reference point is lost or destroyed or requires relocation because of necessary changes in grades or locations, and shall be responsible for the accurate replacement or relocation of — such reference points by professionally qualified personnel. 4.5. Asbestos, PCBs, Petroleum, Hazardous Waste or" — Radioactive Material. 4.5.1. OWNER shall be responsible for any Asbestos, PCBs, Petroleum, Hazardous Waste or Radioactive Material uncovered or revealed at the site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work and — which may present a substantial danger to persons or property exposed thereto in connection with the Work at the site. OWNER shall not be responsible for any_ such materials brought to the site by CONTRACTOR, Subcontractors, Suppliers or anyone else for whom CONTRACTOR is responsible. — 7 ANUNN- • ., . _ .. •_ .. _. EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) ARTICLE 5—BONDS AND INSURANCE Performance, Payment and Other Bonds: 5.1. CONTRACTOR shall furnish Performance and Payment Bonds, each in an amount at least equal to the Contract Price as security for the faithful performance and payment of all CONTRACTOR's obligations under the Contract Documents. These Bonds shall remain in effect at least until one year after the date when final payment becomes due, except as provided otherwise by Laws or Regulations or by the Contract Documents. CONTRACTOR shall also furnish such other Bonds as are required by the Supplementary Conditions. All Bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations and shall be executed by such sureties as are named in the current list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Audit Staff, Bureau of Government Financial Operations, U.S. Treasury Department. All Bonds signed by an agent must be accompanied by a certified copy of such agent's authority to act. 5.2. If the surety on any Bond furnished by CONTRACTOR is declared a bankrupt or becomes insolvent or its right to do business is terminated in any state where any part of the Project is located or it ceases to meet the requirements of paragraph 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; Certificates of Insurance: 5.3.1. All Bonds and insurance required by the Contract Documents to be purchased and maintained by OWNER or CONTRACTOR shall be obtained from surety or insurance companies that are duly licensed or authorized in the jurisdiction in which the Project is located to issue Bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.3.2. CONTRACTOR shall deliver to OWNER, with copies to each additional insured identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by OWNER or any other additional insured) which CONTRACTOR is required to purchase and maintain in accordance with paragraph 5.4. OWNER shall CONTRACTOR's Liability Insurance: 5.4. CONTRACTOR shall purchase and maintain such liability and other insurance as 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 CONTRACTOR's performance and furnishing of the Work and CONTRACTOR's other obligations under the Contract Documents, whether it is to be performed or famished by CONTRACTOR, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform or furnish any of the Work, or by anyone for whose acts any of them may be liable: 5.4.1. claims under workers' compensation, disability benefits and other similar employee benefit acts; 5.4.2. claims for damages because of bodily injury, occupational sickness or disease, or death 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; •'. Y •. • 1RAMP 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 resulting therefrom; and 5.4.6. claims for damages because 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 maintained shall: 5.4.7. with respect to insurance required by paragraphs 5.4.3 through 5.4.6 inclusive and 5.4.9, include as additional insureds (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 whom shall be listed as additional insureds, and include coverage for the respective officers and employees of all such additional insureds; 5.4.8. include the specific coverages and be written for not less than the limits of liability provided in the Supplementary Conditions or required by Laws or Regulations, whichever is greater; 5.4.9. include completed operations insurance; 5.4.10. include contractual liability insurance — covering CONTRACTOR's indemnity obligations under paragraphs 6.12, 6.16 and 6.31 through 6.33; 5.4.11. contain a 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 whom a certificate of insurance has been issued (and 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 thereafter when CONTRACTOR may be correcting, removing or replacing defective Work in accordance with paragraph 13.12; and 5.4.13. with respect to completed operations insurance, and any insurance coverage written on a claims -made basis, remain in effect for at least two years after final payment (and CONTRACTOR shall _ furnish OWNER and each other additional insured identified in the Supplementary Conditions to whom a certificate of insurance has been issued evidence satisfactory to OWNER and any such additional — insured of continuation of such insurance at final payment and one year thereafter). 0 HMR Is Liability Insurance: 5.5. In addition to insurance required to be provided by CONTRACTOR under paragraph 5.4, OWNER, at OWNER's option, may purchase and maintain at - OWNER's expense OWNER's own liability insurance as will protect OWNER against claims which may arise from operations under the Contract Documents. Property Insurance: •_ Y . Y Eel, LUI— 1. ... -- EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) rater damage, age ...1 .e ..then «in as may b �ts!7!!!EElRl4RR'!!7T11- • I. 1_ • .. .... .. ... 5.9. OWNER shall not be responsible for purchasing and maintaining any property insurance to protect the interests of CONTRACTOR, Subcontractors or others in aintain it at the purehaser's own expens 1 • Y • . Y • • •I. • •_ EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) 10 w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) Receipt and Application of Insurance Proceeds. 5.12. Any insured loss under the policies of insurance required by paragraphs 5.6 and 5.7 will be adjusted with OWNER and made payable to OWNER as fiduciary for the insureds, as their interests may appear, subject to the requirements of any applicable mortgage clause and of paragraph 5.13. OWNER shall deposit in a separate account any money so received, and shall distribute it in accordance with such agreement as the parties in interest may reach. If no other special agreement is reached the damaged Work shall be repaired or replaced, the moneys so received applied on account thereof and the Work and the cost thereof covered by an appropriate Change Order or Written Amendment. 5.13. OWNER as fiduciary shall have power to adjust and settle any loss with the insurers unless one of the parties in interest shall object in writing within fifteen days after the occurrence of loss to OWNER's exercise of this power. If such objection be made, OWNER as fiduciary shall make settlement with the insurers in accordance with such agreement as the parties in interest may reach. If no such agreement among the parties in interest is reached, OWNER as fiduciary shall adjust and settle the loss with the insurers immsl� 03AQTER as fidueiary shall give bond for- th Acceptance of Bonds and Insurance, Option to Replace. 5.14. If efthe party (03I ER er. CONTRACTOR) OWNER has any objection to the coverage afforded by or other provisions of the Bends Er insurance required to be purchased and maintained by the etherpa.I CONTRACTOR in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the ebJeefing paFty shall se notify the other p OWNER will notify CONTRACTOR in writing within ten fifteen days after reeeipt delivery of the certificates (or a deftee requested) to OWNER as required by paragraph 2.7. PFeNtided as the other may reasonably request. if either red of sueh pai-7ty by the Centrae the expense of the paFty whe was required to preNzide sue eeverage, and a Change Or -der shall be issued to adju Partial Utilization Property Insurance: 5.15. If OWNER finds it necessary to occupy or use a portion or portions of the Work prior to Substantial Completion of all the Work, such use or occupancy may — be accomplished in accordance with paragraph 14.10; provided that no such use or occupancy shall commence before the insurers providing the property insurance have acknowledged notice thereof and in writing effected any _... changes in coverage necessitated thereby. The insurers providing the property insurance shall consent by endorsement on the policy or policies, but the property insurance shall not be cancelled or permitted to lapse on account of any such partial use or occupancy. ARTICLE 6—CONTRACTOR'S RESPONSIBILITIES Supervision and Superintendence: 6.1. CONTRACTOR shall supervise, inspect and direct the Work competently and efficiently, devoting — such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. CONTRACTOR shall be solely responsible for the means, — methods, techniques, sequences and procedures of construction, but CONTRACTOR shall not be responsible for the negligence of others in the design or specification of a specific means, method, technique, sequence or — procedure of construction which is shown or indicated in and expressly required by the Contract Documents. CONTRACTOR shall be responsible to see that the completed Work complies accurately with the Contract — Documents. 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 extraordinary circumstances. The superintendent will be CONTRACTORSs representative at the site and shall have — authority to act on behalf of CONTRACTOR All communications to the superintendent shall be as binding as if given to CONTRACTOR. _ 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. CONTRACTOR shall at all times maintain good discipline and order at the site. Except as otherwise required for the safety or 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 performed during regular — working hours and CONTRACTOR will not permit overtime work or the performance of Work on Saturday, Sunday or any legal holiday without OWNER's written consent given after prior written notice to ENGINEER. _. CONTRACTOR shall submit requests to the ENGINEER no less than 48 hours in advance of any Work to be performed on Saturday Sunday Holidays or outside the Regular Working Hours. — EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) 6.4. Unless otherwise specified in the General Requirements, CONTRACTOR shall furnish and assume full responsibility for all materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, 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. Purchasing Restrictions: CONTRACTOR must comply with the Citys purchasing restrictions. A copy of the resolutions are available for review in the offices of the Purchasing and Risk Management Division or the City Clerk's office. 6.4.2. 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 bum hazardous waste as a fuel. 6.5. All materials and equipment shall be of good quality and new, except as otherwise provided in the Contract Documents. All warranties and guarantees specifically called for by the Specifications shall expressly run to the benefit of OWNER. If required by ENGINEER, CONTRACTOR shall furnish satisfactory evidence (including reports of required tests) as to the kind and quality of materials and equipment. All materials and equipment shall be applied, installed, connected, erected, used, cleaned and conditioned in accordance with instructions of the applicable Supplier, except as otherwise provided in the Contract Documents. Progress Schedule: 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 shall submit to ENGINEER for acceptance (to the extent indicated in paragraph 2.9) proposed adjustments in the progress schedule that will not change the Contract Times (or Milestones). Such adjustments will conform generally to the progress schedule then in effect and additionally will comply with any provisions of the General Requirements applicable thereto. 6.6.2. Proposed adjustments in the progress schedule that will change the Contract Times (or Milestones) shall 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. Substitutes and "Or -Equal" Items: 6.7.1. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function and quality required. Unless the specification or description 12 EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) contains or is followed by words reading that no like, equivalent or "or -equal" item or no substitution is permitted, other items of material or equipment or material or equipment of other Suppliers may be accepted by ENGINEER under the following circumstances: 6.7.1.1. "Or -Equal" If in ENGINEER's sole discretion an item of material or equipment proposed by CONTRACTOR is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by ENGINEER as an "or -equal" item, in which case review and approval of the proposed item may, in ENGINEER's sole discretion, be accomplished without compliance with some or all of the requirements for acceptance of proposed substitute items. 6.7.1.2. Substitute Items: If in ENGINEER's sole discretion an item of material or equipment proposed by CONTRACTOR does not qualify as an "or -equal" item under subparagraph 6.7.1.1, it will be considered a proposed substitute item. CONTRACTOR shall submit sufficient information as provided below to allow ENGINEER to determine that the item of material or equipment proposed is essentially equivalent to that named 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. Requests for review of proposed substitute items of material or equipment will not be accepted by ENGINEER from anyone other than CONTRACTOR. If CONTRACTOR wishes to famish or use a substitute item of material or equipment, CONTRACTOR shall first 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. The application will state the extent, if any, to which the evaluation and acceptance of the proposed substitute will prejudice CONTRACTOR's achievement of Substantial Completion on time, whether or not acceptance of the substitute for use in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with OWNER for work on the Project) to adapt the design to the proposed substitute and whether or not incorporation or use of the substitute in connection with the Work is subject to payment of any license fee or royalty. All variations of the proposed substitute from that specified will be identified in the application and available maintenance, 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 00330 REVISED Bid Schedule City of Fort Collins Downtown Enhancement Project Bid No. 5759 630-01 "NO PARKING" Sign with Stand 1602.00 EA/Day $ Is 630-02 Vertical Panel/Barrel without light 9685.00 EAlDay $ $ 630-03 Type I Barricade without Light 500.00 EA/Day $ $ 630-04 Type II Barricade without Light 500.00 EA/Day $ $ 630-05 Type III Barricade with 2 Lights 660.00 EA/Day $ $ 630-06 Size "A" Sign with Stand 2008.00 EA/Day $ $ 630-07 Size'B" Sign with Stand 3628.00 EA/Day $ $ 630-08 Size "A" Specialty Sign - Cost of Manufacturing 5.00 EA $ $ 630-09 Size "B" Specialty Sign - Cost of Manufacturing 18.00 EA $ $ 630-10 Cone with Reflective Strip 500.00 EA/Day $ $ 630-11 Saftey Fence 1244.00 Roll/Day $ $ 630-12 Light - Steady Burn or Flashing as directed 4493.00 EA/Day $ $ 630-13 Advance Warning Flashing or Sequencing Arrow Panel 98.00 EA/Day $ $ 630-14 Variable Message Board 70.00 EA/Day $ $ 630-15 Jersey Barrier 500.00 EA/Day $ $ 630-16 Traffic Control Supervisor 228.00 per Day $ $ 630-17 Traffic Control Supervisor 40.00 per Hour Is $ 630-18 Flagging 1878.00 EA/Hour 1 $ $ -------- Contract Bond 1.00 1 LS 1 $ Is 626-01 Mobilization 1.00 1 LS 1 $ Is Centsl Signed I I I Address I I I Company Partnersh Name by the resulting change, all of which will be considered by ENGINEER in evaluating the proposed substitute. ENGINEER may require CONTRACTOR to furnish additional data about the proposed substitute. 6.7.1.3. CONTRACTORSs Expense: All data to be provided by CONTRACTOR in support of any proposed "or -equal" or substitute item will be at CONTRACTOR's expense. 6.7.2. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence or procedure of construction is shown or indicated in and expressly required by the Contract Documents, CONTRACTOR may furnish or utilize a substitute means, method, technique, sequence or procedure of construction acceptable to ENGINEER - CONTRACTOR shall submit sufficient information to allow ENGINEER, in ENGINEER's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. The procedure for review by ENGINEER will be similar to that provided in subparagraph 6.7.1.2. 6.7.3. Engineer's Evaluation: ENGINEER will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to paragraphs 6.7.1.2 and 6.7.2. ENGINEER will be the sole judge of acceptability. No "or -equal" or substitute will be ordered, installed or utilized without ENGINEER's prior written acceptance which will be evidenced by either a Change Order or an approved Shop Drawing. OWNER may require CONTRACTOR to furnish at CONTRACTORS expense a special performance guarantee or other surety with respect to any "or -equal" or substitute. ENGINEER will record time required by ENGINEER and ENGINEERS Consultants in evaluating substitutes proposed or submitted by CONTRACTOR pursuant to paragraphs 6.7.1.2 and 6.7.2 and in making changes in the Contract Documents (or in the provisions of any other direct contract with OWNER for work on the Project) occasioned thereby. Whether or not ENGINEER accepts a substitute item so proposed or submitted by CONTRACTOR, CONTRACTOR shall reimburse OWNER for the charges of ENGINEER and ENGINEER[s Consultants for evaluating each such proposed substitute item. 68. Concerning Subcontractors, Suppliers and Others: 6.8.1. CONTRACTOR shall not employ any Subcontractor, Supplier or other person or organization (including those acceptable to OWNER and ENGINEER as indicated in paragraph 6.8.2), whether initially or as a substitute, against whom OWNER or ENGINEER may have reasonable objection. CONTRACTOR shall not be required to employ any Subcontractor, Supplier or other person or organization to furnish or perform any of the Work against whom CONTRACTOR has reasonable objection. CONTRACTOR shall perform not less than 20 —. percent of the Work with its own forces (that is, without subcontracting). The 20 percent requirement shall be understood to refer to the Work the value of which totals not less than 20 percent of the Contract --- Price. 6.8.2. if the Stipp ementaFy Cenditions Bidding Documents require the identity of certain — Subcontractors, Suppliers or other persons or organizations (including those who are to furnish the principal items of materials or equipment) to be submitted to OWNER date prior to the Effective Date of the Agreement for acceptance by OWNER and ENGINEER, —an" C01k94Ar`TO has e..l.mitte.l a list dieFee f in — OWNER[s or ENGINEER[s acceptance (either in writing or by failing to make written objection thereto by the date indicated for acceptance or objection in the bidding documents or the Contract Documents) of - in l,' h easa lY-AT'r`D A !`Tl1D "I! submit ., sueh substitution and an appropriate Change Orde '11 1. d. W 'aaen Amendment signed nxxrvosvca--vr�'txsoci¢ xvn¢c[m.[xc... .,:b.,..,.. Wlll constitute a condition of the Contract requiring the use of the named subcontractors, suppliers or other persons or organization on the Work unless prior written approval is obtained from OWNER and — ENGINEER. No acceptance by OWNER or ENGINEER of any such Subcontractor, Supplier or other person or organization shall constitute a waiver_ of any right of OWNER or ENGINEER to reject defective Work. 6.9. 6.9.1. CONTRACTOR shall be fully responsible to OWNER and ENGINEER for all acts and omissions of the Subcontractors, Suppliers and other persons_ and organizations performing or furnishing any of the Work under a direct or indirect contract with CONTRACTOR just as CONTRACTOR is responsible for CONTRACTORSs own acts and — omissions. Nothing in the Contract Documents shall create for the benefit of any such Subcontractor, Supplier or other person or organization any contractual relationship between OWNER or — ENGINEER and any such Subcontractor, Supplier or other person or organization, nor shall it create any obligation on the part of OWNER or ENGINEER to pay or to see to the payment of any moneys due any — such Subcontractor, Supplier or other person or organization except as may otherwise be required by Laws and Regulations. OWNER or ENGINEER may furnish to any subcontractor, supplier or other person — or organization evidence of amounts paid to CONTRACTOR in accordance with CONTRACTOR'S "Applications for Payment". EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) 13 6.9.2. CONTRACTOR shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers and other persons and organizations performing or furnishing any of the Work under 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 any Drawings shall not control CONTRACTOR in dividing the Work among Subcontractors or Suppliers or delineating the Work to be performed by any specific 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 terns and conditions of the Contract Documents for the benefit of OWNER and ENGINEER Whenever art), sueh agreeme paragraphs 5.6 or 5.7, the agreement between the CODURAC-TOR and the SubeentFaetar- or Supplier wil eantain provisions whereby the Subeentr-aeter or Supplie waives a "' .b¢m�t OWNER, CONTDmCTO x5 ENGINMR= 1?NGDn n Gensultants and 'a ll other additional kisureds for all losses and damages eaused-b�- ... .:.b out r resulting uvaaa arty ..f the perils a _..d by the Work. If the—in9uiers on any sueh polieies--r;'.is. separate :........ femits te be signed ..y aft), S..,,..v.... avwa vSupplieF, GOP��RACTOR will obtain the same. Patent Fees and Royalties: 6.12. CONTRACTOR shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product or device is specified in the Contract Documents for use in the performance of the Work and if to the actual knowledge of OWNER or ENGINEER its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by OWNER in the Contract Documents. To the fullest extent permitted by Laws and Regulations, CONTRACTOR shall indemnify and hold harmless OWNER, ENGINEER, ENGTNEER'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 infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product or device not specified in the Contract Documents. 14 EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) Permits: 6.13, Unless otherwise provided in the Supplementary Conditions, CONTRACTOR shall obtain and pay for all construction permits 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 are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement. CONTRACTOR shall pay all charges of utility owners for connections to the Work, and OWNER shall pay all charges of such utility owners for capital costs related thereto such as plant investment fees. 6.14. Laws and Regulations: 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 Regulations, neither OWNER nor ENGINEER 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 therefrom; however, it shall not be CONTRACTOR's primary responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve CONTRACTOR of CONTRACTOR's obligations under 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 are applicable during the performance of the Work. 6.15.1. OWNER is exempt from Colorado State and local sales and use taxes on materials to be permanently incorporated into the project. Said taxes shall not be included in the Contract Price. CONTRACTOR must apply for, and receive, a Certificate of Exemption from the Colorado Department of Revenue for construction materials to be physically incorporated into the project. This Certification of Exemption provides that the CONTRACTOR shall neither pay nor include in his Bid, Sales and Use Taxes on those building and construction materials physically incorporated into the project. Address: Colorado Department of Revenue State Capital Annex 1375 Sherman Street Denver, Colorado, 80261 Sales and Use Taxes for the State of Colorado Regional Transportation District (RTD) and certain Colorado counties are collected by the State of Colorado and are included in the Certification of Exemption. All applicable Sales and Use Taxes (including State collected taxes), on any items other than construction and building materials physically incorporated into the proiect are to be paid by CONTRACTOR and are to be included in appropriate bid items. Use of Premises. 6.16. CONTRACTOR shall confine construction equipment, the storage of materials and equipment and the operations 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 easements, and shall not unreasonably encumber the premises with construction equipment or other materials or equipment. CONTRACTOR shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof or of any adjacent land or areas, resulting from the performance of the Work. Should any claim be made by any such owner or occupant because 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 dispute resolution proceeding or at law. CONTRACTOR shall, to the fullest extent permitted by Laws and Regulations, indemnify and hold harmless OWNER, ENGINEER, ENGINEER's Consultant and anyone directly or indirectly employed by any of them from and against all claims, costs, losses and damages arising out of or resulting from any claim or action, legal or 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 the Work. 6.17. During the progress of the Work, CONTRACTOR shall keep the premises free from accumulations 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 from and about the premises as well as all tools, appliances, construction equipment and machinery and surplus materials. CONTRACTOR shall leave the site clean and ready for occupancy by OWNER at Substantial Completion of the Work. CONTRACTOR shall restore to original condition all property not designated for alteration by the Contract Documents. 6.18, CONTRACTOR shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall CONTRACTOR subject any part of the Work or adjacent property to stresses or pressures that will endanger it. Record Documents: EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) 6.19. CONTRACTOR shall maintain in a safe place at the site one record copy of all Drawings, Specifications, Addenda, Written Amendments, Change Orders, Work Change Directives, Field Orders and written interpretations and clarifications (issued pursuant to paragraph 9.4) in good order and annotated to show all 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 referen&e. Upon completion of the Work, and prior to release of final payment, these record documents, Samples and 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 connection with the Work. CONTRACTOR shall take all necessary precautions for the safety of, 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 in storage on or off the site; and 6.20.3. other property at the site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities and Underground — Facilities not designated for removal, relocation or replacement in the course of construction. CONTRACTOR shall comply with all applicable Laws — and Regulations of any public body having jurisdiction for safety of persons or property or to protect them from damage, injury or loss; and shall erect and maintain all necessary safeguards for such safety and protection. CONTRACTOR shall notify owners of adjacent property and of Underground Facilities and utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation and replacement of their property. All damage, injury or loss to any property referred to in paragraphs 6.20.2 or 6.20.3 caused, directly or indirectly, in whole or in part, by CONTRACTOR, any Subcontractor, Supplier or any other person or organization directly or indirectly employed by any of them to perform or furnish any of the Work or anyone for whose acts any of them may be liable, shall be remedied by CONTRACTOR (except damage or loss attributable to the fault of Drawings or Specifications or to the acts or omissions of OWNER or ENGINEER or ENGINEER's Consultant or anyone employed by any of — them or anyone 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 any Subcontractor, Supplier or other person or organization directly or indirectly employed by any of them). CONTRACTOR's duties and responsibilities for the safety and protection of the Work shall continue until such time as all the Work is completed and ENGINEER has issued a _ 15 notice to OWNER and CONTRACTOR in accordance with paragraph 14.13 that the Work is acceptable (except as otherwise expressly provided in connection with Substantial Completion). 6.21. Safety Representative: CONTRACTOR shall designate a qualified and experienced safety representative at the site whose duties and responsibilities shall be the prevention of accidents and the maintaining and supervising of safety precautions and programs. Hazard Communication Programs: 6.22. CONTRACTOR shall be responsible for 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 Regulations. Emergencies: 6.23. In emergencies affecting the safety or protection of persons or the Work or property at the site or adjacent thereto, CONTRACTOR, without special instruction or authorization 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 Change Directive or Change Order will be issued to document the consequences of such action. 6.24. Shop Drawings and Samples: 6.24.1. CONTRACTOR shall submit Shop Drawings to ENGINEER for review and approval in accordance with the accepted schedule of Shop Drawings and Sample submittals (see paragraph 2.9). All submittals will be identified 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 paragraph 6.26. 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 clearly as to material, Supplier, pertinent data such as catalog numbers and the use for which intended and otherwise as ENGINEER may require to enable ENGINEER to review the submittal for the limited 16 EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) purposes required by paragraph 6.26. The numbers of each Sample to be submitted will be as specified in the Specifications. 6.25. Submittal Procedures. 6.25.1. Before 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. all materials with respect to intended use, fabrication, shipping, handling, storage, assembly and installation pertaining to the performance of the Work, and 6.25.1.3. all information relative to CONTRACTOR'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 Drawing or 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 CONTRACTOWs review and approval of that submittal. 6.25.3. At the time of each submission, 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 Documents, such notice to be in a written communication separate from the submittal; and, in addition, shall cause a specific notation to be made on each Shop Drawing and Sample submitted to ENGINEER for review and approval of each such variation. 6.26. ENGINEER will review and approve Shop Drawings and Samples in accordance with the schedule of Shop Drawings and Sample submittals 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 Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. ENGINEER's review and approval will not extend to means, methods, techniques, sequences or procedures of construction (except where a particular means, method, technique, sequence or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and approval of a separate item as such will not indicate approval of the assembly in which the item functions. CONTRACTOR shall make corrections required by ENGINEER, and shall return the required number of corrected copies of Shop Drawings and submit as required new Samples for review and approval. CONTRACTOR shall direct specific attention in writing to revisions other than the corrections called for by ENGINEER on previous submittals. 6.27. ENGINEERS review and approval of Shop Drawings or Samples shall not relieve CONTRACTOR from responsibility for any variation from the requirements of the Contract Documents unless CONTRACTOR has in writing called ENGINEER's attention to each such variation at the time of submission as required by paragraph 6.25.3 and ENGINEER has given written approval of each such variation by a specific written notation thereof incorporated in or accompanying the Shop Drawing or Sample approval; nor will any approval by ENGINEER relieve CONTRACTOR from responsibility for complying with the requirements of paragraph 6.25.1. 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 required by paragraph 2.9, any related Work performed prior to ENGINEER's review and approval of the pertinent submittal will be at the sole expense and responsibility of CONTRACTOR. Continuing the Work. 6.29. CONTRACTOR shall carry on the Work and adhere to the progress schedule during all disputes or disagreements with OWNER. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as permitted by paragraph 15.5 or as OWNER and CONTRACTOR may otherwise agree in writing. 6.30. CONTRACTOR's General Warranty and Guarantee: 6.30.1. CONTRACTOR warrants and guarantees to OWNER, ENGINEER and ENGINEER's Consultants that all Work will be in accordance with the Contract Documents and will not be defective. CONTRACTOR's warranty and guarantee hereunder excludes defects or damage caused by: 6.30.1.1. abuse, modification or improper maintenance or operation by persons other than CONTRACTOR, Subcontractors or Suppliers; or 6.30.1.2. normal wear and tear under normal usage. 6.30.2. CONTRACTOR's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in E1CDC GENERAL CONDITIONS I910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) 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 final payment by ENGINEER; 6.30.2.3. the issuance of a certificate 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 any part thereof by OWNER; 6.30.2.5. any acceptance by OWNER or any — failure to do so; 6.30.2.6. any review and approval of a Shop — Drawing or Sample submittal or the issuance of a notice of acceptability by ENGINEER pursuant to paragraph 14.13; 6.30.2.7. any inspection, test or approval by others; or 6.30.2.8. any correction of defective Work by — OWNER. Indemnification: 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 fees and charges of engineers, architects, attorneys and other professionals and all court — or arbitration or other dispute resolution costs) caused by, arising out of or resulting from the performance of the Work, provided that any such claim, cost, loss or damage: (i) is attributable to bodily injury, sickness, disease or — death, or to injury to or destruction of tangible property (other than the Work itself), including the loss of use resulting therefrom, and (ii) is caused in whole or in part by any negligent act or omission of CONTRACTOR, any _ Subcontractor, any Supplier, any person or organization directly or indirectly employed by any of them to perform or furnish any of the Work or anyone for whose acts any of them may be liable, regardless of whether or not caused in part by any negligence or omission of a person or entity indemnified hereunder or whether liability is imposed upon such indemnified party by Laws and Regulations _ regardless of the negligence of any such person or entity. 6.32. In any and all claims against OWNER or ENGINEER or any of their respective consultants, agents, officers, directors or employees by any employee (or the survivor or personal representative of such employee) of CONTRACTOR, any Subcontractor, any Supplier, any person or organization 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 not be limited in any way by any limitation on the amount or type of damages, compensation or benefits payable by or for CONTRACTOR or any such Subcontractor, Supplier or other person or organization under workers' compensation acts, disability benefit acts 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 Consultants, officers, directors, employees or agents caused by the professional negligence, errors or omissions of any of them. Survival of Obligations: 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 the Contract Documents, will survive final payment, completion and acceptance of the Work and termination or completion of the Agreement. ARTICLE 7—OTHER WORK Related Work at Site: 7.1. OWNER may perform other work related to the Project at the site by OWNERS own forces, or let other direct contracts therefor which shall contain General Conditions similar to these, or have other work performed by utility owners. If the fact 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 (ii) CONTRACTOR may make a claim therefor as provided in Articles 11 and 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 shall afford each other contractor who is a party to such a direct contract and each utility owner (and OWNER, if OWNER is performing the additional work with OWNER' 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 properly connect and coordinate the Work with theirs. Unless otherwise provided in the Contract Documents, CONTRACTOR shall do all cutting, fitting and patching of the Work that may be required to make its several parts come together properly and integrate with such other work. CONTRACTOR shall not endanger any work of others by cutting, excavating or otherwise altering their work and will only cut or alter their work with the written consent of ENGINEER and the others whose work will be affected. The duties and responsibilities of CONTRACTOR under this paragraph are for the benefit of such utility owners and other contractors to the extent that there are comparable 18 EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) provisions for the benefit of CONTRACTOR in said direct contracts between OWNER and such utility owners and other contractors. 7.3. If the proper execution or results of any part of CONTRACTOR's Work depends upon work performed by others under this Article 7, CONTRACTOR shall inspect such other work and promptly report to ENGINEER in writing any delays, defects or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of CONTRACTOR's Work. CONTRACTOR's failure so to report will constitute an acceptance 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. Coordination: 7.4. If OWNER contracts with others for the performance of other work on the Project at the site, the following will be set forth 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 identified; 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 Conditions, OWNER shall have sole authority and responsibility in respect of such coordination. ARTICLE 8—OWNER'S RESPONSIBILITIES 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 .t.-CONTRACTOR makes no .vuwaablavbj wtrom whose status under the Contract Documents shall be that of the former ENGINEER. 8.3. OWNER shall furnish the data 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. OWNERSs duties in respect of providing lands and easements and providing engineering surveys to establish reference points are set forth in paragraphs 4.1 and 4.4. Paragraph 4.2 refers to OWNERS identifying and making available to CONTRACTOR copies of reports of explorations and tests of subsurface conditions at the site and drawings of physical conditions in existing structures at or contiguous to the site that have been utilized by ENGINEER in preparing the Contract Documents. 8.6. OWNER is obligated to execute Change Orders as indicated in paragraph 10.4. 8.7. OWNER's responsibility in respect of certain inspections, tests and approvals is set forth in paragraph 13.4. 8.8. In connection with OWNER's right to stop Work or suspend Work, see paragraphs 13.10 and 15.1. Paragraph 15.2 deals with OWNER's right to terminate services of CONTRACTOR under certain circumstances. 8.9. The OWNER shall not supervise, direct or have control or authority over, nor be responsible for, 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. OWNER will not be responsible for CONTRACTOR's failure to perform or furnish the Work in accordance with the Contract Documents. .. 001 MY NO M. NOV W.- ----- NPRIP ip.. NO NO— 010- .. . .. _ . ARTICLE 9—ENGINEER'S STATUS DURING CONSTRUCTION OWNER Is Representative: 9.1. ENGINEER will be OWNER's representative during the construction period. The duties and responsibilities and the limitations of authority of ENGINEER as OWNER's representative during construction are set forth in the Contract Documents and shall not be extended without written consent of OWNER and ENGINEER. Visits to Site: 9.2. ENGINEER will make visits to the site at intervals appropriate to the various stages of construction as ENGINEER deems necessary in order to observe as an experienced and qualified design professional the progress EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) that has been made and the quality of the various aspects of CONTRACTOR's executed Work. Based on information obtained during such visits and observations, ENGINEER will endeavor for the benefit of OWNER to determine, in general, if the Work is proceeding in accordance with the Contract Documents. ENGINEER will not be required to make exhaustive or continuous on - site inspections to check the quality or quantity of the Work. ENGINEER's efforts will be directed toward _ providing for OWNER a greater degree of confidence that the completed Work will conform generally to the Contract Documents. On the basis of such visits and on - site observations, ENGINEER will keep OWNER informed of the progress of the Work and will endeavor to guard OWNER against defective Work. ENGINEER's visits and on -site observations are subject to all the limitations on ENGINEER's authority and responsibility _ set forth in paragraph 9.13, and particularly, but without limitation, during or as a result of ENGINEER's on -site visits or observations of CONTRACTOR's Work ENGINEER will not supervise, direct, control or have — authority over or be responsible for 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. Project Representative: 9.3. If OWNER and ENGINEER agree, ENGINEER will furnish a Resident Project Representative to assist ENGINEER in providing more continuous observation of — the Work. The responsibilities and authority and limitations thereon of any such Resident Project Representative and assistants will be as provided in paragraphs 9.3 and 9.13 and in the Stipple.........., Genditiens of these General Conditions. If OWNER designates another representative or agent to represent OWNER at the site who is not ENGINEER's Consultant, agent or employee, the responsibilities and authority and — limitations thereon of such other person will be as provided in — _— paragraph 9.3 9 3 2 Duties and Resuonsibilities. Representative will: 9 3 2 1 Schedules - Review the progress — 19 schedule and other schedules prepared by the CONTRACTOR and consult with the ENGINEER concerning acceptability. 9.3.2.2. Conferences and Meeting - Attend meeting with the CONTRACTOR such as preconstruction conferences, progress meetings and other job conferences and prepare and circulate copies of minutes of meetings 9.3.2.3. Liaison 9.3.2.3.1. Serve as ENGINEER'S liaison with CONTRACTOR working principally through CONTRACTOR'S superintendent to assist the CONTRACTOR in understanding the Contract Documents. 9.3.2.3.2. Assist in obtaining from OWNER additional details or information, when required for proper execution of the Work. 9.3.2.3.3. Advise the ENGINEER and CONTRACTOR of the commencement of any Work requiring, a Shop Drawing or sample submission if the submission has not been approved by the ENGINEER. 9.3.2.4.Review of Work, Reiection of Defective Work, Inspections and Tests - 9.3.2.4.1. Conduct on -site observations of the Work in progress to assist the ENGINEER in determining that the Work is proceeding in accordance with the Contract Documents. 9.3.2.4.2. Report to the ENGINEER whenever the Representative believes that the Work is unsatisfactory, faulty or defective or does not conform to the Contract Documents or has been damaged, or does not meet the requirements of any inspections, tests or approvals required to be made; and advise the ENGINEER when he believes work should be corrected or rejected or should be uncovered for observation, or requires special testing inspection or approval. 9.3.2.4.3. Accompany visiting inspectors representing public or other agencies having jurisdiction over the Project, record the results of these inspections and report to the ENGINEER. 9.3.2.5. Interpretation of Contract Documents. Report to ENGINEER when clarifications and intemretations of the Contract Documents are needed and transmit to CONTRACTOR clarification and interpretation of the Contract Documents as issued by the ENGINEER. 9.3.2.6. Modifications. Consider and evaluate CONTRACTOR'S suggestions for 20 EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) modification in Drawings or Specifications and report these recommendations to ENGINEER. Accurately transmit to CONTRACTOR decisions issued by the ENGINEER. 9.3.2.7. Records. interpretations of the Contract Documents, progress reports and other project documents. 9.3.2.7.2. Keep a diary, daily report form, or log book, recording hours on the job site, weather conditions, data relative to questions of work directive changes, Change Orders, or changed conditions, list of job site visitors, daily activities, decisions, observations in general and specific observations in more detail as in the case of observing test procedures; send copies to the ENGINEER. 9.3.2.7.3. Record names addresses and telephone numbers of all CONTRACTORS, subcontractors and major suppliers of equipment and materials. 9.3.2.8. Reports. 9.3.2.8.1. Furnish ENGINEER periodic reports, as required, of the progress of the Work and of the CONTRACTOR'S compliance with the progress schedule and schedule of shop Drawing and sample submittals 9.3.2.8.2. Consult with ENGINEER in advance of scheduling major tests, inspections or start of important phases of the Work. 9.3.2.8.3. Draft proposed Change Orders and Work Directive Changes, obtaining backup material from the CONTRACTOR and recommend to ENGINEER Change Orders, Work Directive Changes and field orders. 9.3.2.8.4. Report immediately to ENGINEER and OWNER the occurrence of any accident. 9.3.2.9. Payment Requests. Review applications for payment with CONTRACTOR for compliance with the established procedure for their submission and forward with recommendation to ENGINEER noting particularly the relationship of the payment requested to the schedule of values work completed and materials and equipment delivered at the site but not incorporated in the Work. 9.3.2.10. Completion. 9.3.2.10.1. Before ENGINEER issues a Certificate of Substantial Completion, submit to CONTRACTOR a list of observed items requiring correction or completion. 9.3.2.10.2. Conduct final inspection in the company of the ENGINEER OWNER and CONTRACTOR and prepare a final list of items to be corrected or completed. 9.3.2.10.3. Observe that all items on the final list have been corrected or completed and make recommendations to ENGINEER concerning acceptance. 9.3.3. Limitation of Authority: The Representative shall not: 9.3.3.1. Authorize any deviations from the Contract Documents or accept any substitute materials or equipment, unless authorized by the ENGINEER 9.3.3.2. Exceed limitations of ENGINEER'S authority as set forth in the Contract Documents. 9.3.3.3. Undertake any of the responsibilities of the CONTRACTOR. Subcontractors, or CONTRACTOR'S superintendent. 9.3.3.4. Advise on, or issue directions relative to or assume control over any aspect of the means methods, techniques, sequences or procedures for construction unless such is specifically called for in the Contract Documents. 9.3.3.5. Advise on or issue directions regarding or assume control over safety precautions and programs in connections with the Work. 9.3.3.6. Accept Shop Drawings or sample submittals from anyone other than the CONTRACTOR. 9.3.3.7. Authorize OWNER to occupy the Work in whole or in part. 9.3.3.8. Participate in specialized field or laboratory tests or inspections conducted by others except as specifically authorized by the ENGINEER. Clarifications and Interpretations. 9.4. ENGINEER will issue with reasonable promptness such written clarifications or interpretations of the requirements of the Contract Documents (in the form of — Drawings or otherwise) as ENGINEER may determine necessary, which shall be consistent with the intent of and reasonably inferable from the Contract Documents. Such written clarifications and interpretations will be binding on OWNER and CONTRACTOR If OWNER or CONTRACTOR believes that a written clarification or interpretation justifies an adjustment in the Contract Price or the Contract Times and the parties are unable to agree to the amount or extent thereof, if any, OWNER or CONTRACTOR may make a written claim therefor as provided in Article 11 or Article 12. Authorized Variations in Work: 9.5. ENGINEER may authorize minor variations in the Work from the requirements of the Contract — Documents which do not involve an adjustment in the Contract Price or the Contract Times and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract — Documents. These may be accomplished by a Field Order and will be binding on OWNER and also on CONTRACTOR who shall perform the Work involved promptly. If OWNER or CONTRACTOR believes that a — Field Order justifies an adjustment in the Contract Price or the Contract Times and the parties are unable to agree as to the amount or extent thereof, OWNER or CONTRACTOR may make a written claim therefor as — provided in Article 11 or 12. Rejecting Defective Work., 9.6. ENGINEER will have authority to disapprove or reject Work which ENGINEER believes to be defective, or that ENGINEER believes will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. ENGINEER will also have authority to require special inspection or testing of the — Work as provided in paragraph 13.9, whether or not the Work is fabricated, installed or completed. Shop Drawings, Change Orders and Payments. 9.7. In connection with ENGINEERSs authority as to Shop Drawings and Samples, see paragraphs 6.24 through _ 6.28 inclusive. 9.8. In connection with ENGINEER's authority as to Change Orders, see Articles 10, 11, and 12. _ 9.9. In connection with ENGINEER's authority as to Applications for Payment, see Article 14. Determinations for Unit Prices. 9.10. ENGINEER will determine the actual quantities and classifications of Unit Price Work performed by — CONTRACTOR. ENGINEER will review with CONTRACTOR the ENGINEERSs preliminary determinations on such matters before rendering a written decision thereon (by recommendation of an Application — EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) 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 the other and to ENGINEER written notice of intention to appeal from ENGINEER's decision and: (i) an appeal from ENGINEER's decision is taken within the time limits and in accordance with the procedures set forth in Exhibit GC -A, "Dispute Resolution Agreement", entered into between OWNER and CONTRACTOR pursuant to Article 16, or (ii) if no such Dispute Resolution Agreement has been entered into, a formal proceeding is instituted by the appealing party in a forum of competent jurisdiction to exercise such rights or remedies as the appealing party may have with respect to ENGINEER's decision, unless otherwise agreed in writing by OWNER and CONTRACTOR Such appeal will not be subject to the procedures 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 acceptability of the Work or the interpretation of the requirements of the Contract Documents pertaining to the performance and furnishing of the Work and claims under Articles 11 and 12 in respect of changes in the Contract Price or Contract Times will be referred initially to ENGINEER in writing with a request for a formal decision in accordance with this paragraph. Written notice of each such claim, dispute or other matter will be delivered by the claimant to ENGINEER and the other party to the Agreement promptly (but in no event later than thirty days) after the start of the occurrence or event giving rise thereto, and written supporting data will be submitted to ENGINEER and the other party within sixty days after the start of such occurrence or event unless ENGINEER allows an additional period of time for the submission of additional or more accurate data in support of such claim, dispute or other matter. The opposing party shall submit any response to ENGINEER and the claimant within thirty days after receipt of the claimant's last submittal (unless ENGINEER allows additional time). ENGINEER will render a formal decision in writing within thirty days after receipt of the opposing parry's submittal, if any, in accordance with this paragraph. ENGINEER'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 -A, "Dispute Resolution Agreement", entered into between OWNER and CONTRACTOR pursuant to Article M, or (ii) if no such Dispute Resolution Agreement has been entered into, a written notice of intention to appeal from ENGINEER's written decision is delivered by OWNER or CONTRACTOR to the other and to ENGINEER within thirty days after the date of such decision and a formal proceeding is instituted by the appealing party in a forum of competent jurisdiction to exercise such rights or remedies as the appealing party may have with respect to such claim, dispute or other matter in accordance with applicable Laws and Regulations within sixty days of the date of such 22 EICDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) decision, unless otherwise agreed in writing by OWNER and CONTRACTOR. 9.12. When functioning as interpreter and judge under paragraphs 9.10 and 9.11, ENGINEER will not show partiality to OWNER or CONTRACTOR and will not be liable in connection with any interpretation or decision rendered in good faith in such capacity. The rendering of a decision by ENGINEER pursuant to paragraphs 9.10 or 9.11 with respect to any such claim, dispute or other matter (except any which have been waived by the making or acceptance of final payment as provided in paragraph 14.15) will be a condition precedent to any exercise by OWNER or CONTRACTOR of such rights or remedies as either may otherwise have under the Contract Documents or by Laws or Regulations in respect of any such claim, dispute or other matter 9.13. Limitations on ENGINEER's Authority and Responsibilities. 9.13.1. Neither ENGINEER's authority or responsibility under this Article 9 or under any other provision of the Contract Documents nor any decision made by ENGINEER in good faith either to exercise or not exercise such authority or responsibility or the undertaking, exercise or performance of any authority or responsibility by ENGINEER shall create, impose or give rise to any duty owed by ENGINEER to CONTRACTOR, any Subcontractor, any Supplier, any other person or organization, or to any surety for or employee or agent of any of them. 9.13.2. ENGINEER will not supervise, direct, control or have authority over or be responsible for 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 responsible for CONTRACTOR's failure to perform or furnish the Work in accordance with the Contract Documents. 9.13.3. ENGINEER will not be responsible for the acts or omissions of CONTRACTOR or of any Subcontractor, any Supplier, or of any other person or organization performing or furnishing any of the Work. 9.13.4. ENGINEER's review of the final Application for Payment and accompanying documentation and all maintenance and operating instructions, schedules, guarantees, Bonds and certificates of inspection, tests and approvals and other documentation required to be delivered by paragraph 14.12 will only be to determine generally that their content complies with the requirements of, and in the case of certificates of inspections, tests and approvals that the results certified indicate compliance with, the Contract Documents. 9.13.5. The limitations upon authority and NORTHSTAR CONCRETE CARNES SERVICE MOUNTAIN CONSTRUCTORS P O BOX Y 13510 N COUNTY RD 7 P O BOX 405 BERTHOUD, CO 80513 WELLINGTON, CO 80549 PLATTEVILLE, CO 80651 TOTAL CONCRETE 4325 HILLTOP RD LONGMONT, CO 80504 TLM CONSTRUCTORS 1013 37T" AVE CT, STE 200 GREELEY, CO 80633 ALL ABOUT SAFETY 12607 WELD COUNTY RD 76 EATON, CO 80615 CONCRETE WORKS 1260 ROCK CREEK CIR LAFAYETTE, CO 80026 SUN CONSTRUCTION & DESIGN 1232 BOSTON AVE LONGMONT, CO 80501 EXPRESS CONCRETE 5305 ZIEGLER RD FT. COLLINS, CO 80528 G L HOFF COMPANY P O BOX 7448 LOVELAND, CO 80537-1448 R C HEATH P O DRAWER H FT. COLLINS, CO 80522 LAWSON CONST 20 S SUNSET LONGMONT, CO 80501 TRAFFIC MASTER INC 1304 DUFF DR, #14 FT. COLLINS, CO 80524 J B EXCAVATING 1012 N E FRONTAGE RD FT. COLLINS, CO 80524 NEW DESIGN CONSTRUCTION 2350 E 70T" AVE DENVER, CO 80229 CASTLEROCK CONSTRUCTION 651 TOPEKA WAY, STE 100 CASTLEROCK, CO 80104 QUALITY TRAFFIC CONTROL 216 RACQUETTE DR, #5 FT. COLLINS, CO 80524 UNITED RENTALS 2456 E 9T" ST LOVELAND, CO 80537 COLORADO CONSTRUCTION INC 6810 N BROADWAY, STE B DENVER, CO 80221 MARK YOUNG CONSTRUCTION 155 N COLLEGE AVE, STE 220 FT. COLLINS, CO 80524 responsibility set forth in this paragraph 9.13 shall also apply to ENGINEER's Consultants, Resident Project Representative and assistants. ARTICLE 10—CHANGES IN THE WORK 10.1. Without invalidating the Agreement and without notice to any surety, OWNER may, at any time or from time to time, order additions, deletions or revisions in the Work. Such additions, deletions or revisions will be authorized by a Written Amendment, a Change Order, or a Work Change Directive. Upon receipt of any such document, CONTRACTOR shall promptly proceed 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 any, of an adjustment in the Contract Price 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 or Article 12. 10.3. CONTRACTOR shall not be entitled to an increase in the Contract Price or an extension of the Contract Times with respect to any Work performed that is not required by the Contract Documents as amended, modified and supplemented as provided in paragraphs 3.5 and 3.6, except in the case of an emergency as provided in paragraph 6.23 or in the case of uncovering Work as provided in paragraph 13.9. 10.4. OWNER and CONTRACTOR shall execute appropriate Change Orders recommended by ENGINEER (or Written Amendments) covering: 10.4.1. changes in the Work which are (i) ordered by OWNER pursuant to paragraph 10.1, (ii) required because of acceptance of defective Work under paragraph 13.13 or correcting defective Work under paragraph 13.14, or (iii) agreed to by the parties; 10.4.2. changes in the Contract Price or Contract Times which are agreed to by the parties; and 10.4.3. changes in the Contract Price or Contract Times which embody the substance of any written decision rendered by ENGINEER pursuant to paragraph 9.11; provided that, in lieu of executing any such Change Order, an appeal may be taken from any such decision in accordance with the provisions of the Contract Documents and applicable Laws and Regulations, but during any such appeal, CONTRACTOR shall carry on the Work and adhere to the progress schedule as provided in paragraph 6.29. 10.5. If notice of any change affecting the general scope of the Work or the provisions of the Contract Documents EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) (including, but not limited to, Contract Price or Contract Times) is required by the provisions of any Bond to be given to a surety, the giving of any such notice will be CONTRACTOR's responsibility, and the amount of each applicable Bond will be adjusted accordingly. Written Agreement are not valid. ARTICLE 11—CHANGE OF CONTRACT PRICE 11.1. The Contract Price constitutes the total compensation (subject to authorized adjustments) payable to CONTRACTOR for performing the Work. All duties, — responsibilities and obligations assigned to or undertaken by CONTRACTOR shall be at CONTRACTOR's expense without change in the Contract Price. 11.2. The Contract Price may only be changed by a Change Order or by a Written Amendment. Any claim for an adjustment in the Contract Price shall be based on written notice delivered by the party making the claim to the other party and to ENGINEER promptly (but in no event later than thirty days) after the start of the occurrence or event 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 days after the start of such occurrence or event (unless ENGINEER allows additional time for claimant to submit additional or more accurate data in support of the claim) — and shall be accompanied by ciaimanPs written statement that the adjustment claimed covers all known amounts to which the claimant is entitled as a result of said occurrence or event. All claims for adjustment in the — Contract Price shall be determined by ENGINEER in accordance with paragraph 9.11 if OWNER and CONTRACTOR cannot 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 any Work covered by a Change Order or of any claim for an adjustment in the Contract Price will be determined as follows: 11.3.1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of _ 23 paragraphs 11.9.1 through 11.9.3, inclusive); 11.3.2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed payment basis, including lump sum (which may include an allowance for overhead and profit not necessarily in accordance with paragraph 11.6.2); 11.3.3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum is not reached under paragraph 11.3.2, on the basis of the Cost of the Work (determined as provided in paragraphs 11.4 and 11.5) plus a CONTRACI'OR's fee for overhead and profit (determined as provided in paragraph 11.6). Cost of the Work. 11.4. The term Cost of the Work means the sum of all costs necessarily incurred and paid by CONTRACTOR in the proper performance of the Work. Except as otherwise may be agreed to in writing by OWNER, such costs shall be in amounts no higher than those prevailing in the locality of the Project, shall include only the following items and shall not include any of the costs itemized in paragraph 11.5: 11.4.1. Payroll costs for employees in the direct employ of CONTRACTOR in the performance of the Work under schedules of job classifications agreed upon by OWNER and CONTRACTOR. Such employees shall include without limitation superintendents, foremen and other personnel employed full-time at the site. Payroll costs for employees not employed full-time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall inelude;-but t be limited to-, salaries and wages plus the cost of fringe benefits which shall include social security contributions, unemployment, excise and payroll taxes, workers' compensation, health and retirement benefits,, booms siek leave, vaeatien and holiday pay applicable thereto. The expenses of performing Work after regular working hours, on Saturday, Sunday or legal holidays, shall be included in the above to the extent authorized by OWNER. 11.4.2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith. All cash discounts shall accrue to CONTRACTOR unless OWNER deposits funds with CONTRACTOR with which to make payments, in which case the cash discounts shall accrue to OWNER. All trade discounts, rebates and refunds and returns from sale of surplus materials and equipment shall accrue to OWNER, and CONTRACTOR shall make provisions so that they may be obtained. 11.4.3. Payments made by CONTRACTOR to the Subcontractors for Work performed or furnished by Subcontractors. If required by OWNER, 24 E1CDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) CONTRACTOR shall obtain competitive bids from Subcontractors acceptable to OWNER and CONTRACTOR and shall deliver such bids to OWNER who will then determine, with the advice of ENGINEER, which bids, if any, will be accepted. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as CONTRACTOR's Cost of the Work and fee as provided in paragraphs 11.4, 11.5, 11.6 and 11.7. All subcontracts shall be subject to the other provisions of the Contract Documents insofar as applicable. 11.4.4. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys and accountants) employed for services specifically related to the Work. 11.4.5. Supplemental costs including the following: 11.4.5.1. The proportion of necessary transportation, travel and subsistence expenses of CONTRACTOR's employees incurred in discharge of duties connected with the Work. 11.4.5.2. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office and temporary facilities at the site and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost less market value of such items used but not consumed which remain the property of CONTRACTOR. 11.4.5.3. Rentals of all construction equipment and machinery and the parts thereof whether rented from CONTRACTOR or others in accordance with rental agreements approved by OWNER with the advice of ENGINEER, and the costs of transportation, loading, unloading, installation, dismantling and removal thereof --all in accordance with terms of said rental agreements. The rental of any such equipment, machinery or parts shall cease when the use thereof is no longer necessary for the Work. 11.4.5.4. Sales, consumer, use or similar taxes related to the Work, and for which CONTRACTOR is liable, imposed by Laws and Regulations. 11.4.5.5. Deposits lost for causes other than negligence of CONTRACTOR, any Subcontractor or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. 11.4.5.6. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by CONTRACTOR in connection with the performance and furnishing of the Work (except losses and damages within the deductible amounts of property insurance established by OWNER in accordance with paragraph 5.9), provided they have resulted from causes other than the negligence of CONTRACTOR, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of OWNER. No such losses, damages and expenses shall be included in the Cost of the Work for the purpose of determining CONTRACTORS fee. It; however, any such loss or damage requires reconstruction and CONTRACTOR is placed in charge thereof, CONTRACTOR shall be paid for services a fee proportionate to that stated in paragraph 11.6.2. 11.4.5.7. The cost of utilities, fuel and sanitary facilities at the site. 11.4.5.8. Minor expenses such as telegrams, long distance telephone calls, telephone service at the site, expressage and similar petty cash items in connection with the Work. 11.4.5.9. Cost of premiums for additional Bonds and insurance required because of changes in the Work. 11.5. The term Cost of the Work shall not include any of the following: 11.5.1. Payroll costs and other compensation of CONTRACTORS officers, executives, principals (of partnership and sole proprietorships), general managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks and other personnel employed by CONTRACTOR whether at the site or in CONTRACTORs principal or a branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in paragraph IIA. 1 or specifically covered by paragraph 11.4.4—all of which are to be considered administrative costs covered by the CONTRACTORS fee. 11.5.2. Expenses of CONTRACTORS principal and branch offices other than CONTRACTORs office at the site. 11.5.3. Any part of CONTRACTOR's capital expenses, including interest on CONTRACTOR'S capital employed for the Work and charges against CONTRACTOR for delinquent payments. 11.5.4. Cost of premiums for all Bonds and for all insurance whether or not CONTRACTOR is required by the Contract Documents to purchase and maintain the same (except for the cost of premiums covered by subparagraph 11.4.5.9 above). EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) 11.5.5. Costs due to the negligence of _ CONTRACTOR, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied and making good any damage to property. 11.5.6. Other overhead or general expense costs of any kind and the costs of any item not specifically and expressly included in paragraph 11.4. 11.6. The CONTRACTORS fee allowed to — CONTRACTOR for overhead and profit shall be determined as follows: 11.6.1. a mutually acceptable fixed fee; or — 11.6.2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: 11.6.2.1. for costs incurred under paragraphs 11.4.1 and 11.4.2, the CONTRACTORs fee shall be fifteen percent; — 11.6.2.2. for costs incurred under paragraph 11.4.3, the CONTRACTOR's fee shall be five percent; 11.6.2.3. where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the — intent of paragraphs 11.4.1, 11.4.2, 11.4.3 and 11.6.2 is that the Subcontractor who actually performs or furnishes the Work, at whatever tier, will be paid a fee of fifteen percent of the costs — incurred by such Subcontractor under paragraphs 11.4.1 and 11.4.2 and that any higher tier Subcontractor and CONTRACTOR will each be paid a fee of five pe:ee nt of the amount- paid — to be negotiated in good faith with the OWNER but not to exceed five percent of the amount paid to the next lower_ tier Subcontractor. 11.6.2.4. no fee shall be payable on the basis of costs itemized under paragraphs 11.4.4, 11.4.5 _ and 11.5; 11.6.2.5. the amount of credit to be allowed by CONTRACTOR to OWNER for any change_ which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in CONTRACTORS fee by an amount equal to five percent of such net decrease; and _ 11.6.2.6. when both additions and credits are involved in any one change, the adjustment in CONTRACTORS fee shall be computed on the_ basis of the net change in accordance with paragraphs 11.6.2.1 through 11.6.2.5, inclusive. 11.7. Whenever the cost of any Work is to be- 25 determined pursuant to paragraphs 11.4 and 11.5, CONTRACTOR will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in form acceptable to ENGINEER an itemized cost breakdown together with supporting data. Cash Allowances. 11.8. It is understood that CONTRACTOR has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be furnished and performed for such sums as 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 costs for unloading and handling on the site, labor, installation costs, overhead, profit and other expenses contemplated for the allowances have been included in the Contract Price and not in the allowances and no demand for additional payment on account of any of the foregoing will be valid. Prior to final payment, an appropriate Change Order will be issued as recommended by ENGINEER to reflect actual amounts due CONTRACTOR on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.9. Unit Price Work. 11.9.1. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price 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 Price Work times the estimated quantity of each item as indicated in the Agreement. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed 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 performed by CONTRACTOR differs materially and significantly from the estimated quantity of such item indicated in the Agreement; 26 EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) and 11.9.3.2. there is no corresponding adjustment with respect to any other item of Work; 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 agree as to the amount of any such increase or decrease. 11.9.3.4. CONTRACTOR acknowledges that the OWNER has the right to add or delete items in the Bid or change quantities at OWNER'S sole discretion without affecting the Contract Price of any remaining item so long as the deletion or addition does not exceed twenty-five percent of the original total Contract Price. ARTICLE 12—CHANGE OF CONTRACT TIMES 12.1. The Contract Times (or Milestones) may only be changed by a Change Order or a Written Amendment. Any claim for an adjustment of the Contract Times (or Milestones) shall be based on written notice delivered by the party making the claim to the other party and to ENGINEER promptly (but in no event later than thirty days) after the occurrence of the event giving rise to the claim and stating the general nature of the claim. Notice of the extent of the claim with supporting data shall be delivered within sixty days after such occurrence (unless ENGINEER allows additional time to ascertain more accurate data in support of the claim) and shall be accompanied by the claimant's written statement that the adjustment claimed is the entire adjustment to which the claimant has reason to believe it is entitled as a result of the occurrence of said event. All claims for adjustment in the Contract Times (or Milestones) shall be determined by ENGINEER in accordance with paragraph 9.11 if OWNER and CONTRACTOR cannot otherwise agree. No claim for an adjustment in the Contract Times (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 Contract Documents are of the essence of the Agreement. 12.3. 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 Milestones) will be extended in an amount equal to time lost due to such delay if a claim is made therefor as provided in paragraph 12.1. Delays beyond the control of CONTRACTOR shall include, but not be limited to, acts or neglect by OWNER, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions or acts of God. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of CONTRACTOR. 12.4. Where CONTRACTOR is prevented from completing any part 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 an amount equal to the time lost due to such delay shall be CONTRACTORS sole and exclusive remedy for such delay. In no event shall OWNER be liable to CONTRACTOR, any Subcontractor, any Supplier, any other person or organization, or to any surety for or employee or agent of any of them, for damages arising out of or resulting from (i) delays caused by or within the control of the CONTRACTOR, or (ii) delays beyond the control of both parties including, but not limited to, fires, floods, epidemics, abnormal weather conditions, acts of God or acts or neglect by utility owners or other contractors performing other work as contemplated by Article 7. ARTICLE 13—TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.1. Notice of Defects. Prompt notice of all defective Work of which OWNER or ENGINEER have actual knowledge will be given to CONTRACTOR All defective Work may be rejected, corrected or accepted as provided in this Article 13. Access to Work: 13.2. OWNER, ENGINEER, ENGINEERs Consultants, other representatives and personnel of OWNER, independent testing laboratories and governmental agencies with jurisdictional interests will have access to the Work at reasenable times for their observation, inspecting and testing. CONTRACTOR shall provide them proper and safe conditions for such access and advise them of CONTRACTORs site safety procedures and programs so that they may comply therewith as applicable. Tests and Inspections: 13.3. CONTRACTOR shall give ENGINEER timely notice of readiness of the Work for all required inspections, tests 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 an independent testing laboratory to perform all inspections, tests, or approvals 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 pursuant to paragraph 13.9 EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) below shall be paid as provided in said paragraph 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 part thereof) specifically to be inspected, tested or approved by an employee or other representative of such public body, CONTRACTOR shall assume full responsibility for arranging and obtaining such inspections, tests or approvals, pay all costs in connection therewith, and furnish ENGINEER the required certificates of inspection, or approval. CONTRACTOR shall also be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests or approvals required for OWNERs and ENGINEER's acceptance of materials or equipment to be incorporated in the Work, or of materials, mix designs, or equipment submitted for approval prior to CONTRACTORS purchase thereof for incorporation in — the Work. 13.6. If any Work (or the work of others) that is to 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 expense unless CONTRACTOR has given ENGINEER timely notice of CONTRACTORs intention to cover the same and — ENGINEER has not acted with reasonable promptness in response to such notice. Uncovering Work: — 13.8. If any Work is covered contrary to the written request of ENGINEER, it must, if requested by ENGINEER, be uncovered for ENGINEER's observation — and replaced at CONTRACTORS expense. 13.9. If ENGINEER considers it necessary or advisable that covered Work be observed by ENGINEER or — inspected or tested by others, CONTRACTOR, at ENGINEERS 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. If it is found that such Work is defective, CONTRACTOR shall pay all claims, costs, losses and damages caused by, arising out of or resulting from such — uncovering, exposure, observation, inspection and testing and of satisfactory replacement or reconstruction, (including but not limited to all costs of repair or replacement of work of others); and OWNER shall 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_ Article11. If, however, such Work is not found to be defective, CONTRACTOR shall be allowed an increase in the Contract Price or an extension of the Contract Times (or Milestones), or both, directly attributable to such- 27 uncovering, exposure, observation, inspection, testing, replacement and reconstruction; and, if the parties are unable to agree as to the amount or extent thereof, CONTRACTOR may make a claim therefor as provided in Articles 11 and 12. OWNER May Stop the Work: 13.10. If the Work is defective, or CONTRACTOR fails to supply sufficient skilled workers or suitable materials or equipment, or fails to furnish or perform the Work in such a way that the completed Work will conform to the Contract Documents, OWNER may order CONTRACTOR to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of OWNER to stop the Work shall not give rise to any duty on the part of OWNER to exercise this right for the benefit of CONTRACTOR or any surety or other party. Correction or Removal of Defeclive Work. 13.11. If required by ENGINEER, CONTRACTOR shall promptly, as directed, either correct all defective Work, whether or not fabricated, installed or completed, or, if the Work has been rejected by ENGINEER, remove it from the site and replace it with Work that is not defective. CONTRACTOR shall pay all claims, costs, losses and damages caused by or resulting from such correction or removal (including but not limited to all costs of repair or replacement of work of others). 13.12. Correction Period. 13.12.1. If within ene year two years after the date of Substantial Completion or such longer period of time as may be prescribed by Laws or Regulations or by the terms of any applicable special guarantee required by the Contract Documents or by any specific provision of the Contract Documents, any Work is found to be defective, CONTRACTOR shall promptly, without cost to OWNER and in accordance with OWNER's written instructions: (i) correct such defective 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) satisfactorily correct or remove and replace any damage to other Work or the work of others resulting therefrom. If CONTRACTOR does not promptly comply with the terms of such instructions, or in an emergency where delay would cause serious risk of loss or damage, OWNER may have the defective Work corrected or the rejected Work removed and replaced, and all claims, costs, losses and damages caused by or resulting from such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by CONTRACTOR. 13.12.2.In special circumstances where a particular item of equipment is placed in continuous service before Substantial Completion of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Specifications or by Written Amendment. 13.12.3. Where defective Work (and damage to other 28 EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) Work resulting therefrom) has been corrected, 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 ene-year two year after such correction or removal and replacement has been satisfactorily completed. Acceptance of Defective Work. 13.13. If, instead of requiring correction or removal and replacement of defective Work, OWNER (and, prior to ENGINEER's recommendation of final payment, also ENGINEER) prefers to accept it, OWNER may do so. CONTRACTOR shall pay all claims, costs, losses and damages attributable to OWNER's evaluation of and determination to accept such defective Work (such costs to be approved by ENGINEER as to reasonableness). If any such acceptance occurs prior to ENGINEER's recommendation of final payment, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and OWNER shall be entitled to an appropriate decrease in the Contract Price, and, if the parties are unable to agree as to the amount thereof, 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. OWNER May Correct Defective Work. 13.14. If CONTRACTOR fails within a reasonable time after written notice from ENGINEER to correct defective Work or to remove and replace rejected Work as required 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 Documents, OWNER may, after seven days' written notice to CONTRACTOR, correct and remedy any such deficiency. In exercising 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 part of the site, take possession of all or part of the Work, and suspend CONTRACTOR's services related thereto, take possession of CONTRACTOR's tools, appliances, construction equipment and machinery at the site and incorporate in the Work all materials and equipment stored at the site or for which OWNER has paid CONTRACTOR but which are stored elsewhere. CONTRACTOR shall allow OWNER, OWNER's representatives, agents and employees, OWNER's other contractors and ENGINEER and ENGINEER's Consultants access to the site to enable OWNER to exercise the rights and remedies under this paragraph. All claims, costs, losses and damages incurred or sustained 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 Work; and OWNER shall be entitled to an appropriate decrease in the Contract Price, and, if the parties are unable to agree as to the amount thereof, OWNER may make a claim therefor as provided in Article 11. Such claims, costs, losses and damages will include but not be limited to all costs of repair or replacement of work of others destroyed or damaged by correction, removal or replacement of CONTRACTOR's defective Work. CONTRACTOR shall not be allowed an extension of the Contract Times (or Milestones) because of any delay in performance of the Work attributable to the exercise by OWNER of OWNER's rights and remedies hereunder. ARTICLE 14—PAYMENTS TO CONTRACTOR AND COMPLETION Schedule of [values: 14.L The schedule of values established as provided in paragraph 2.9 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to ENGINEER. Progress payments on account of Unit Price Work will be based on the number of units completed. Application for Progress Payment: 14.2. At least twenty days before the date established for each progress payment (but not more often than once a month), CONTRACTOR shall submit to ENGINEER for review an Application for Payment filled out and signed by CONTRACTOR covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice or other documentation warranting that OWNER has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate property insurance and other arrangements to protect OWNER's interest therein, all of which will be satisfactory to OWNER. The amount of retainage with respect to progress payments will be as stipulated in the Agreement. Any funds that are withheld by the OWNER shall not be subiect to substitution by the CONTRACTOR with securities or any arrangements involving an escrow or custodianship. By executing the application for payment form the CONTRACTOR expressly waives his right to the benefits of Colorado Revised Statutes, Section 24-91-101, et seg. CONTRACTOR's Warranty of Title: 14.3. CONTRACTOR warrants and guarantees that title to all Work, materials and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to OWNER no later than the time of payment free and clear of all Liens. Review of Applicationsfor Progress Payment: 14.4. ENGINEER will, within ten days after receipt of each Application for Payment, either indicate in writing a EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) recommendation of payment and present the Application to OWNER, or return the Application to CONTRACTOR — indicating in writing ENGINEER's reasons for refusing to recommend payment. In the latter case, CONTRACTOR may make the necessary corrections and resubmit the Application. Ten days after presentation of the Application for Payment to OWNER with ENGINEER's recommendation; the amount recommended will (subject to the provisions of the last sentence of paragraph 14.7) — become due and when due will be paid by OWNER to CONTRACTOR. 14.5. ENGINEER's recommendation of any payment requested in an Application for Payment will constitute a representation by ENGINEER to OWNER, based on ENGINEER's on -site observations of the executed Work as an experienced and qualified design professional and on _ ENGINEER's review of the Application for Payment and the accompanying data and schedules, that to the best of ENGINEER's knowledge, information and belief: 14.5.1. the Work has progressed to the point indicated, 14.5.2. the quality of the Work is generally in -- accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Substantial Completion, to the results of any subsequent tests called for in the Contract — Documents, to a final determination of quantities and classifications for Unit Price Work under paragraph 9.10, and to any other qualifications stated in the recommendation), and — 14.5.3. the conditions precedent to CONTRACTOR's being entitled to such payment appear to have been fulfilled insofar as it is — ENGINEER'S responsibility to observe the Work. However, by recommending any such payment ENGINEER will not thereby be deemed to have — represented that: (i) exhaustive or continuous on -site inspections have been made to check the quality or the quantity of the Work beyond the responsibilities specifically assigned to ENGINEER in the Contract — Documents. or (ii) that there may not be other matters or issues between the parties that might entitle CONTRACTOR to be paid additionally by OWNER or entitle OWNER to withhold payment to CONTRACTOR. — 14.6. ENGINEER's recommendation of any payment, including final payment, shall not mean that ENGINEER is responsible for 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 Work, or for any failure of CONTRACTOR to perform or furnish Work in accordance with the Contract Documents. 14.7. ENGINEER may refuse to recommend the whole or any part of any payment if; in ENGINEER's opinion, it would be incorrect to make the representations to — 29 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 or tests, nullify any such payment previously recommended, to such extent as may be necessary in ENGINEER's opinion to protect OWNER from loss because: 14.7.1. the Work is defective, or completed Work has been damaged requiring correction or replacement, 14.7.2. the Contract Price has been reduced by Written Amendment or Change Order, 14.7.3. OWNER has been required to correct defective Work or complete Work in accordance with paragraph 13.14, or 14.7.4. ENGINEER has actual knowledge of the occurrence of any of the events enumerated in paragraphs 15.2.1 through 15.2.4 inclusive. OWNER 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 secure the satisfaction and discharge of such Liens, 14.7.7. there are other items entitling OWNER to a set- off against the amount recommended, or 14.7.8. OWNER has actual knowledge of the occurrence of any of the events enumerated in paragraphs 14.7.1 through 14.7.3 or paragraphs 15.2.1 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 corrects to OWNER's satisfaction the reasons for such action. Substantial Completion: 14.8. When CONTRACTOR considers the entire Work ready for its intended use CONTRACTOR shall notify OWNER and ENGINEER in writing that the entire Work is substantially complete (except for items specifically listed by CONTRACTOR as incomplete) and request that ENGINEER issue a certificate of Substantial Completion. Within a reasonable time thereafter, OWNER, CONTRACTOR and ENGINEER shall make an inspection of the Work to determine the status of completion. If ENGINEER does not consider the Work substantially complete, ENGINEER will notify CONTRACTOR in writing giving the reasons therefor. If ENGINEER 30 EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) considers the Work substantially complete, ENGINEER will prepare and deliver to OWNER a tentative certificate of Substantial Completion which shall fix the date of Substantial Completion. There shall be attached to the certificate a tentative list of items to be completed or corrected before final payment. OWNER shall have seven days after receipt of the tentative certificate during which to make written objection to ENGINEER as to any provisions of the certificate or 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 OWNER's objections, ENGINEER considers the Work substantially complete, ENGINEER will within said fourteen days execute and deliver to OWNER and CONTRACTOR a definitive certificate of Substantial Completion (with a revised tentative list of items to be completed or corrected) reflecting such changes from the tentative certificate as ENGINEER believes justified after consideration of any objections from OWNER. At the time of delivery of the tentative certificate of Substantial Completion ENGINEER will deliver to OWNER and CONTRACTOR a written recommendation as to division of responsibilities pending final payment between OWNER and CONTRACTOR with respect to security, 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, ENGINEER's aforesaid recommendation will be binding on OWNER and CONTRACTOR until final payment. 14.9. OWNER shall have the right to exclude CONTRACTOR from the Work after the date of Substantial Completion, but OWNER shall allow CONTRACTOR reasonable access to complete or correct items on the tentative list. Partial Utilization: 14.10. Use by OWNER at OWNER's option of any substantially completed part of the Work, which: (i) has specifically been identified in the Contract Documents, or (ii) OWNER, ENGINEER and CONTRACTOR agree constitutes a separately functioning and usable part of the Work that can be used by OWNER for its intended purpose without significant interference with CONTRACTOR's performance of the remainder of the Work, may be accomplished prior to Substantial Completion of all the Work subject to the following: 14.10.1.0WNER at any time may request CONTRACTOR in writing to permit OWNER to use any such part of the Work which OWNER believes to be ready for its intended use and substantially complete. If CONTRACTOR agrees that such part of the Work 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 part of the Work. CONTRACTOR at any time may notify OWNER and ENGINEER in writing that CONTRACTOR considers any such part of the Work ready for its intended use and substantially complete and request ENGINEER to issue a certificate of Substantial Completion for that part of the Work. Within a reasonable time 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 ENGINEER does not consider that part of the Work to be substantially complete, ENGINEER will notify OWNER and CONTRACTOR in writing giving the reasons therefor. If ENGINEER considers that part of the Work to be substantially complete, the provisions of paragraphs 14.8 and 14.9 will apply with respect to certification of Substantial Completion of that part of the Work and the division of responsibility in respect thereof and access thereto. 14.10.2. No occupancy or separate operation of part of the Work will be accomplished prior to compliance with the requirements of paragraph 5.15 in respect of property insurance. Final Inspection: 14.11. Upon written notice from CONTRACTOR that the entire Work or an agreed portion thereof is complete, ENGINEER will make a final inspection with OWNER and CONTRACTOR and will notify CONTRACTOR in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. CONTRACTOR shall immediately take such measures as are necessary to complete such work or remedy such deficiencies. Final Application for Payment. 14.12. After CONTRACTOR has completed all such corrections to the satisfaction of ENGINEER and delivered in accordance with the Contract Documents all maintenance and operating instructions, schedules, guarantees, Bonds, certificates or other evidence of insurance required by paragraph 5.4, certificates of inspection, marked -up record documents (as provided in paragraph 6.19) and other documents, CONTRACTOR may make application for final payment following the procedure for progress payments. The final Application for Payment shall be accompanied (except as previously delivered) by: (i) all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by subparagraph 5.4.13, (ii) consent of the surety, if any, to final payment, and (iii) complete and legally effective releases or waivers (satisfactory to OWNER) of all Liens arising out of or filed in connection with the Work. In lieu of such releases or waivers of Liens and as approved by OWNER, CONTRACTOR may furnish receipts or releases in full and affidavit of CONTRACTOR that: (i) the releases and receipts include all labor, services, material and equipment for which a Lien could be filed, and (ii) all payrolls, material and equipment bills, and other indebtedness connected with the Work for which OWNER or OWNERSs property might in any way be responsible have been paid or otherwise satisfied. If any Subcontractor or Supplier fails E1CDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) to furnish such a release or receipt in full, — CONTRACTOR may furnish a Bond or other collateral satisfactory to OWNER to indemnify OWNER against any Lien. Releases or waivers of liens and the consent of the surety to finalize payment are to be submitted on forms conforming to the format of the OWNER'S standard forms bound in the Proiect manual. Final Payment and Acceptance: 14.13. I£ on the basis of ENGINEER's observation of the Work during construction and final inspection, 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 the Contract 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 notice to OWNER and CONTRACTOR that the Work is acceptable subject to the provisions of paragraph 14.15. Otherwise, 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 corrections and resubmit the Application. Thirty days after presentation to — OWNER of the Application and accompanying documentation, in appropriate form and substance and with ENGINEER's recommendation and notice of acceptability, the amount recommended by ENGINEER -- will become due and will be paid by OWNER to CONTRACTOR subiect to paragraph 17.6.2 of these General Conditions. 14.14. If, through no 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 Agreement, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by OWNER for Work not — fully completed or corrected is less 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 the payment of the balance due for that — portion of the Work fully completed and accepted shall be submitted by CONTRACTOR to ENGINEER with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of claims. Waiver of Claims: 14.15. The making and acceptance of final 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 failure to comply with the Contract Documents or the terms of any special guarantees specified therein, or from 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 writing and still unsettled. ARTICLE 15—SUSPENSION OF WORK AND TERMINATION OWNER May Suspend Work. 15.1. At any time and without cause, OWNER may suspend the Work or any portion thereof for a period of not rtiore than ninety days by notice in writing to CONTRACTOR and ENGINEER which will fix the date on which Work will be resumed. CONTRACTOR shall resume the Work on the date so fixed. CONTRACTOR shall be allowed an adjustment in the Contract Price or an extension of the Contract Times, or both, directly attributable to any such suspension if CONTRACTOR makes an approved claim therefor as provided in Articles 11 and 12. OWNER May Terminate: 15.2. Upon the occurrence of any one or more of the following events: 15.2.1. if CONTRACTOR persistently fails to perform 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 paragraph 2.9 as adjusted from time to time pursuant to paragraph 6.6); 15.2.2. if CONTRACTOR disregards Laws or Regulations of any public body having jurisdiction; 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 full extent they could be used by CONTRACTOR (without liability to CONTRACTOR for trespass or conversion), incorporate in the Work all materials and equipment stored at the site or for which OWNER has paid 32 EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) 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 any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds all 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 balance, 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 in a Change Order, provided that when exercising any rights or remedies under this paragraph OWNER shall not be required to obtain the lowest price for the Work performed. 15.3. Where CONTRACTOR's services have been so terminated by OWNER, the termination will not affect any rights or remedies of OWNER against CONTRACTOR then existing or which may thereafter accrue. Any retention or payment of moneys due CONTRACTOR by OWNER will not release CONTRACTOR from 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 Agreement. In such case, CONTRACTOR shall be 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 furnishing labor, materials or equipment as required by the Contract Documents in 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 others; and 15.4.4. for reasonable expenses directly attributable to termination. CONTRACTOR shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. CONTRACTOR May Stop Work or Terminate: 15.5. If, 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 CONTRACTOR any SPECIFICATIONS AND CONTRACT DOCUMENTS FOR DOWNTOWN ENHANCEMENT PROJECT BID NO. 5759 BID OPENING: PURCHASING DIVISION 215 NORTH MASON STREET, FORT COLLINS FEBRUARY 123 2003 - 3:00 P.M. (OUR CLOCK) sum finally determined to be due, then CONTRACTOR may, upon seven days' written notice to OWNER and ENGINEER, and provided OWNER or ENGINEER do not remedy such suspension or failure within that time, terminate the Agreement and recover from OWNER payment on the same terms as provided in paragraph 15.4. In lieu of terminating the Agreement and without prejudice to any other right or remedy, if ENGINEER has failed to act on an Application for Payment within thirty days after it is submitted, or OWNER has failed for thirty days to pay CONTRACTOR any sum finally determined to be due, CONTRACTOR may upon seven days' written notice to OWNER and ENGINEER stop the Work until payment of all such amounts due CONTRACTOR, including interest thereon. The provisions of this paragraph 15.5 are not intended to preclude CONTRACTOR from making claim under Article_ s 11 and 12 for an increase in Contract Price or Contract Times or otherwise for expenses or damage directly attributable to CONTRACTOR's stopping Work as permitted by this paragraph. ARTICLE 16—DISPUTE RESOLUTION If and to the extent that OWNER and CONTRACTOR have agreed on the method and procedure for resolving disputes between them that may arise under this Agreement, such dispute resolution method and procedure, if any, shall be as set forth in Exhibit GC -A, "Dispute Resolution Agreement", to be attached hereto and made a part hereof. If no such agreement on the method and procedure for resolving such disputes has been reached, and subject to the provisions of paragraphs 9.10, 9.11 and 9.12, OWNER and CONTRACTOR may exercise such rights or remedies as either may otherwise have under the Contract Documents or by Laws or Regulations in respect of any dispute. ARTICLE 17—MISCELLANEOUS Giving Notice: 17.1. Whenever any provision of the Contract Documents requires the giving 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 firm, or to an officer of the corporation for whom it is intended, or if delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. 17.2. Computation of Time: 17.2.L When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday by the law of the applicable jurisdiction, such day will be omitted from the computation. EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 412000) 17.2.2. A calendar day of twenty-four hours measured — from midnight to the next midnight will constitute a day. Notice of Claim: 17.3. Should OWNER or CONTRACTOR suffer injury or damage to person or property because of any error, omission or act of the other party 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 in writing to the other party within a reasonable time of the first observance of such injury or damage. The provisions of this paragraph 17.3 shall not be construed as a substitute for or a waiver of the provisions of any applicable statute of limitations or repose.Cumulative 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 paragraphs 6.12, 6.16, 6.30, 6.31, 6.32, 13.1, 13.12, 13.14, 14.3 and 15.2 and all of the rights and remedies available to OWNER and ENGINEER thereunder, are in addition to, and are 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. Professional Fees and Court Costs Included: — 17.5. Whenever reference is made to "claims, costs, losses and damages", it shall include in each case, but not be limited to, all fees and charges of engineers, architects, — attorneys and other professionals and all court or arbitration or other dispute resolution costs. 17.6. The laws of the State of Colorado apply to this — Agreement. Reference to two pertinent Colorado statutes are as follows; 17 6 2 If a claim is filed OWNER is required by law (CRS 38-26-107) to withhold from all payments to CONTRACTOR sufficient funds to insure the payment of all claims for labor, materials, team hire, sustenance, provisions provender, or other supplies used or consumed by CONTRACTOR or his 33 34 EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) (This page left blank intentionally.) EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) 35 _ w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) EXHIBIT GC -A to General Conditions of the Construction Contract Between OWNER and CONTRACTOR DISPUTE RESOLUTION AGREEMENT 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 obtaining, 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 9.11; and the failure to demand arbitration within said thirty days' period will result in ENGINEER's decision being final and binding upon OWNER and CONTRACTOR. If ENGINEER renders a decision after arbitration proceedings have been initiated, such decision may be entered as evidence but will not supersede the arbitration proceedings, except where the decision is acceptable to the parties concerned. No demand for arbitration of any written decision of ENGINEER rendered in accordance with paragraph 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 9.10. 16.3. Notice of the demand for arbitration 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 information. The demand for arbitration will be made within the thirty -day or ten-day period specified in paragraph 16.2 as applicable, and in all other cases within a reasonable time after the claim, dispute or other matter in question has arisen, and in no event shall any such demand be made after the date when institution of legal or equitable proceedings based on such claim, dispute or other matter in question would be barred by the applicable statute of limitations. EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) 16.4. Except as provided in paragraph 16.5 below, no arbitration arising out of or relating to the Contra( Documents shall include by consolidation, joinder or in an, 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 afforded amoni those who are already parties to the arbitration, and 16.4.2. such other person or entity is substantially - involved in a question of law or fact which is commol to those who are already parties to the arbitration an( which will arise in such proceedings, and 16.4.3. the written consent of the other person o entity sought to be included and of OWNER an( CONTRACTOR has been obtained for such inclusion, which consent shall make specific reference to this - paragraph; but no such consent shall constitute consen to arbitration of any dispute not specifically describe( in such consent or to arbitration with any party not specifically identified in such consent. - 16.5. Notwithstanding paragraph 16.4, if a claim, dispute or other matter in question between OWNER and CONTRACTOR involves the Work of a Subcontractor — either OWNER or CONTRACTOR may join sucl Subcontractor as a party to the arbitration between OWNEI _ and CONTRACTOR hereunder. CONTRACTOR shall include in all subcontracts required by paragraph 6.11 a - specific provision whereby the Subcontractor consents t( being joined in an arbitration between OWNER ant - CONTRACTOR involving the Work of such Subcontractor. Nothing in this paragraph 16.5 nor in th— provision of such subcontract consenting to joinder shal create any claim, right or cause of action in favor o. Subcontractor and against OWNER, ENGINEER or ENGINEER's Consultants that does not otherwise exist. - 16.6. The award rendered by the arbitrators will b- final, judgment may be entered upon it in any court having jurisdiction thereof; and it will not be subject t modification or appeal. 16.7. OWNER and CONTRACTOR agree that they shall first submit any and all unsettled claim' counterclaims, disputes and other matters in questio: between them arising out of or relating to the Contract Documents or the breach thereof ("disputes"), to mediation by the American Arbitration Association under th— Construction Industry Mediation Rules of the America: Arbitration Association prior to either of them initiating against the other a demand for arbitration pursuant to paragraphs 16.1 through 16.6, unless delay in initiatin, 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 16.2 and 16.3 above shall be suspended with respect to dispute submitted to mediation within those sam applicable time limits and shall remain suspended until ten days after the termination of the mediation. The mediator of any dispute submitted to mediation under this Agreemer shall not serve as arbitrator of such dispute unless otherwis agreed. GC -AI SECTION 00800 SUPPLEMENTARY CONDITIONS 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. 5.4.6The Comprehensive Automobile Liability Insurance policy will have limits of $1,000,000 combined single limits (CSL). 5.4.9This policy will include completed operations coverage/product liability coverage with limits of $1,000,000 combined single limits (CSL). SECTION 00900 ADDENDA, MODIFICATIONS AND PAYMENT 00950Contract Change Order 00960Application for Payment 9/99 SECTION 00950 CHANGE ORDER NO. PROJECT TITLE: DOWNTOWN ENHANCEMENT PROJECT; BID NO. 5759 CONTRACTOR: PROJECT NUMBER: DESCRIPTION: 1. Reason for change: 2. Description of Change: 3. Change in Contract Cost 4. Change in Contract Time: ORIGINAL CONTRACT COST $ TOTAL APPROVED CHANGE ORDER .00 0.00 TOTAL PENDING CHANGE ORDER 0.00 TOTAL THIS CHANGE ORDER 0.00 TOTAL % OF THIS CHANGE ORDER TOTAL C.O.o OF ORIGNINAL CONTRACT ADJUSTED CONTRACT COST $ 0.00 (Assuming all change orders approved) ACCEPTED BY: DATE: Contractor's Representative ACCEPTED BY: DATE: Project Manager REVIEWED BY: Title: APPROVED BY: Title: APPROVED BY: Purchasing Agent over $30,000 cc: City Clerk Contractor Project File Architect Engineer Purchasing r DATE: DATE: DATE: Section 00950 Page 1 Section 00960 Application for Payment Insert pages 1 - 9 9/99 APPLICATION Folk PAYMBNT OWNER: city of Pod GWlina PROJECT! APPLICATION NIIMIM: APPI.ICATIUN OATS: PBRIOD.BPOINNEJO: CONTRACTOR: PERIOD IWDWU: PRolkcr NUbIRL•R: CHANOfi ORDERS - Applicstlm Is made Fa Payment as oKmm klow In connection with Ceolnel ' tt(D1aBR DATE AMOUNT The present damn of the account fa this Contract Is as f4owsi 1 Ovfji ContractAmotnL 2 Nd Chaogo by Ch*oae Order: 3 Cturm/ CmIrod AmmoL WOW ToW ComplcW end SWred to Date. Leas Previraas Applieidona: . Amount Due dds Appllcatlm - Before Rasbuge: o. W Wo Rdainge: . Is by�.oie On.W lf saA)? otW'r DUB TIES APPLICATION;Net CksoSO.W CERTIFICATION: T1a voldenlor d CONTRACTOR rntW,, stud. ■U obrgdlau d CONTRACTOR Incurred in emneetlen with Ibe WO& bare beret aNisfird as reva" In Paragraph 14.5. at dw Oroerd Cmdkions of " Cmrrael. Tha above Amant Duo This Application Is mgmstbd by Ow CONTRACTOR. Date; BY' y pmnait of *0 sbovo Ammon Due Thh Applimtlon L recooukd by The ENOWHER. Dole, Payment d Ibe Awe Amount Due Tbh AppBeslion has been reviewed by the OWNER'S PmJect Manger. Darn: ey Payment rd dkc obese Amami Due Thts Applicdlm h o"rmeA by ton bWNER. Ry: t)•re: PAOB 1 Or CONTRACT DOCUMENTS TABLE OF CONTENTS Section BID INFORMATION 00020 Notice Inviting Bids 00100 Instruction to Bidders 00300 Bid Form 00400 Supplements to Bid Forms 00410 Bid Bond 00420 Statements of Bidders Qualifications 00430 Schedule of Major Subcontractors CONTRACT DOCUMENTS 00500 Agreement Forms 00510 Notice of Award 00520 Agreement 00530 Notice to Proceed 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 CONDITIONS OF THE CONTRACT 00700 General Conditions Exhibit GC -A 00800 Supplementary Conditions 00900 Addenda, Modifications, and Payment 00950 Contract Change Order 00960 Application for Payment SPECIFICATIONS Pages 00020-1 - 00020-2 00100-1 - 00100-9 00300-1 - 00300-6 00400-1 00410-1 - 00410-2 00420-1 - 00420-3 00430-1 00500-1 00510-0 00520-1 - 00520-6 00530-1 00600-1 00610-1 - 00610-2 00615-1 - 00615-2 00630-1 00635-1 00640-1 00650-1 - 00650-2 00660-1 00670-1 - 00670-2 00700-1 - 00700-34 GC -All - GC-A2 00800-1 - 00800-2 00900-1 00950-1 - 00950-2 00960-1 - 00960-2 CONTRACT AMOUNTS Did Len Number Dateriptim t TOTALS APPLICATION FOR PAYMENT PAULr Z 01:4 ompleted Work Completed Work Completed Stored inMoalhPrevkw LQVC Period) To UalaUnit AlaleriaB Total Quw;ey Uni1a mice AmountHood. Amount illy. Amount Qty. Amounl Period ! To Owle 14Uat $0.00 $O.W $0.00 $0.00 ;O'W $0.00 $0.00 $0.00' SII.W I:RII $0.00. $O.W $0.00 $0.00 ;O.W I:Illt $0.00 $O:W so.W jtl 00 $o•W UP • SO.W SUM;D.W $0.00 SUM Will ' $0.00 $0.00 . $0.00 $0.00 SU.W lilt)) MOD SO.W $0. $0.00$O.00 _ 19t1< $0.00 =0_00 ;O.W fO.W fa.W Sam Pant $0•W Moo $0.00 $0.00 tatty $0.00 SUM $0.00 ;tl.W $O.W fO.W fO.W $0.W $0.00 $O.W I:itlt Will . $0.D0 $0.00 f0.00 $0.00 $U.W I:Itlt $0.00 $0.00 $0.00 10.00 SO.W Hill $0.00 $O.W $0:W su.W $0.0t; Milt $O.W $0.00 sa.W $0.W som $41.00 $0.tw $0•W li Will $O.W $0.00 $o.W $O.W so.W •$0.00 $0.00 Mutt moo $O.W $0.W MOD fu.W $0. W Will I:itl< $O.W 40.U0 sn.W $O.W $O.00 }:dial . $9.00 $O.W $0.00 sO.W I:Nit deal f0-W $D.W $0.00 10.00 $0.00 $0.00 fo.W $g.00 $D.Iw I:NN $O.W $0.00 $0.00 SU.W $0.00 $O.W I:Itlr sO:W $0.00 $0.00 fo.W Sam • $0.00 t:ItR $o.W fo.W so.W $0.00 $000 tiltlt $0.00. $0.00 $0.00 $0.00 $0.00 Will !JAR $O.W $0.W so.W $0.00 $o.W $o.W $0.00 fn.W $0 i:NN 10.00 ' $0.00 $0.00 $0-00 0.0 $W i:Nu 14 so•W $O.W $0-00 $O.W $0.00 M00 Will so.w $0.W $0.00 $O.W $O.W LIM I:Itlt so.W Sam $0.W $O.W fO.W bitlt $0.00 $0.00 $0.00 $0.00 $0.00 6lilt su.W $0.00 $0.00 $n.W $O.W $0.00 I:Ilit CHANGE ORDERS APPIICAMON POR PAYMENT PAGE 7 OF 4 . Work Completed Work Comp Wad - Work Complew Storod This Mouth prev" periods To Dole Meleriau Tolal Change Unk - TLde EUnal PeRenl Or.w QWodty $lmie prke Amount Qty. Amount Qty. - Amount Qty. Amount Period To thu, Udl...l Nor I7rm*" - SO-00 - SO.oa _ ;0.00 So-00 $U.DO I:Itlt $0.00 $0.00 fO.oD I:Illt $o.00 $o.lw $0.00 $O.DO Sn.00 I:ul< $0.00 $0.0D $0.00 $0-00 $0.00 fildl $0.00 $0.00 $0.00 $0.00 $0.00 MAR $0.00 $0.00 $0.00 $0.00 $0.OQ I:IOI $0.00 $0•00, $0.00 $O.DO $0.00 Nillt $0.00 $0.00 $0.00 $0.00 f0.00 liRk $0.00 $0.00 - $0.00 $0.00 S0.00 ERR $0.00 $0.00 - $0.00 $0.00 $0.00 I:Ittt - $0.00 $0.00 $0.00 10.00 $0.00 1AM SO.00 $O.DO $0.00 $0.00 $0.00 I:Itlt $0.00 $0.00 $0-00 $0.00 $0.00 Mtlt $0.00 $0.00 $0.00 $0.00 $0.00 L•Itlt $0.00 KOO $0.00 $O.DO $0.w I_wl $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 tuu =AL CHANGE ORDUS $0.00 $0.00 ;o.00 so.00 s0.00 $0.00 ISluc raolECr-IMAIS STORED MATERIAL SUMMARY PAGE 4 01: on Hand Reeieved lostalled on Ilnt.l s lavoieo Pmvitms This Illis lhj- Ober Noobrr Description Application Period. Perin! Applie.tnvt }u 11n So,tm f0.tnt Su.tnt $11 flit fn tnt SO.tnt fu.uu fu tnt fu.mt Su.mt ' � Sll.tnt }tr.tnt fU.1nt 3U.tnt }uem }u.uu So ant fALR $0.00 50.00 $0.00 SOJnt Downtown Enhancement Project January 15, 2003 DIVISION 1 GENERAL REQUIREMENTS DOWNTOWN ENHANCEMENT PROJECT The Engineers Joint Contract Documents Committee General Conditions govern the construction of this contract. The following General Requirements supplement these General Conditions. PROJECT GENERAL REQUIIREMENTS TABLE OF CONTENTS SECTION PAGE 01010 SUMMARY OF WORK..................................................................................................General Reqs. 2-4 01040 COORDINATION............................................................................................................General Reqs. 5-6 01310 CONSTRUCTION SCHEDULES...................................................................................General Reqs. 7-8 01330 SURVEY DATA— (City Supplied) Reqs. 9 01340 SHOP DRAWINGS..........................................................................................................General Reqs. 10-12 01410 TESTING..........................................................................................................................General Reqs. 13-14 01510 TEMPORARY UTILIITIES.............................................................................................General Reqs. 15 01560 TEMPORARY CONTROLS...........................................................................................General Reqs. 16-17 01700 CONTRACT CLOSEOUT..............................................................................................General Reqs. 18 01800 METHOD OF MEASUREMENT AND BASIS OF PAYMENT..................................General Reqs. 19 General Requirements —Page I of19 Downtown Enhancement Project January 15,2003 SECTION 01010 SUMMARY OF WORK 1.1 DESCRIPTION OF WORK A. The Downtown Enhancement Project includes several small sites in the downtown area. The bulk ofthe work includes removal and/or installation of concrete pavement, concrete sidewalk, colored and stamped concrete crosswalks, pedestrian access ramps, decorative pavers, tree grates, pedestrian lights, irrigation, retaining walls, pedestrian refuges, and the associated vehicle and pedestrian traffic control as described below: The Oak and College streetscape improvements include reconstruction of the median at Oak and College, as well as the sidewalk on the west side of College Avenue, adjacent to the Oak Street Plaza. The area will be replaced with colored concrete and decorative brick and concrete pavers. Tree grates and a new transit shelter will also be installed. The Mountain and Mason intersection is scheduled for complete reconstruction, which includes a new concrete intersection, enhanced colored concrete crosswalks, pedestrian refuges, and streetscape improvements on the northwest, southwest and southeast comers. Also included is a mid -block crossing west of the intersection. North of Mountain on Mason, along the west side, are further streetscape improvements that complete the sidewalk - connection to the Justice Center. Tree grates, pedestrian lights, colored concrete sidewalk, concrete walls and decorative pavers are part of this improvement as well. A variety of concrete street maintenance repairs on Mountain Avenue include concrete pavement, curb, gutter and sidewalk. Colored concrete median nose _ replacement and splashblock installation at the medians in the College Avenue and Mountain Avenue intersection are also included. The left turn bay on northbound College Avenue at Laporte Avenue will be extended to the south, elongating the turn bay. The City of Fort Collins is committed to maintaining a positive working relationship with the businesses and residents of the downtown area. Every effort will be made to maintain pedestrian flow, and to accommodate special events and high volume holidays for businesses, pedestrians, parking, and vehicle traffic. B. Protection and Restoration. Replace to equal or better conditions all items removed and replaced or damaged during construction. Restore all areas disturbed to match surrounding surface conditions. C. Construction Hours 1. Construction hours, except for emergencies, shall be limited to 5:00 a.m. to 6:00 p.m., Monday through Friday, unless otherwise authorized in writing by the Engineer. After hour equipment operation shall be in accordance with Section 1560. 2. Any work performed by the Contractor outside of the construction hours, whether or not authorized by the - Engineer, shall entitle the Owner to deduct from compensation due to the Contractor sufficient funds to cover the Owner's costs in providing field engineering and/or inspection services because of such work. The cost for field engineering and inspection shall be $50.00 per hour. _ 1.2 NOTICES TO PRIVATE OWNERS AND AUTHORITIES A. Notify private owners of adjacent property, utilities, irrigation canal, and affected governmental agencies when prosecution of the Work may affect them. General Requirements — Page 2 of 19 Downtown Enhancement Project January 15, 2003 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 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 which would affect their daily operation. E. Rick Richter and/or Erika Keeton will be the ENGINEER (Project Engineer/Manager). Rick Richter 970-221-6798 Mobile/Pager 970-222-1132 Erika Keeton 970-221-6605 Mobile/Pager 970-222-0787 F. Names and telephone numbers of affected agencies and utilities in the area are listed below for Contractor's convenience. UTILITIES Water/Storm/Sanitary: City of Fort Collins, Colorado 970-221-6681 Electrical: City of Fort Collins, Colorado Alan Rutz 970-224-6153 Gas: Xcel Energy Len Hilderbrand 970-225-7848 Telephone: Qwest Communications Lin Spencer 970-377-6411 Streets: City of Fort Collins, Colorado Mike Wermuth 970-221-6883 Traffic Operations: City of Ft. Collins, Colorado Dan Holland 970-221-6818 Cable Television: AT&T 970-493-7400 Transfort: City of Fort Collins, Colorado Garold Smith 970-224-6195 ._Parks: City of Fort Collins, Colorado Virgil Taylor 970-221-6365 *Utility Locates Under One -call System 1-800-922-1987 Dickinson Electric Mike Bishop 970-567-6264 Carroll Miller 970-221-6792 General Requirements — Page 3 of 19 AGENCIES Safety: Occupational Safety and Health Administration (OSHA): 844-3061 Fire: Poudre Fire Authority Non -Emergency: 221-6581 Emergency: 911 Police: City of Fort Collins Police Department Non -Emergency: 221-6550 Emergency: 911 END OF SECTION Downtown Enliancement Project January 15, 2003 Larimer County Sheriffs Department: Non -Emergency: 221-7177 Ambulance: Poudre Valley Hospital Non -Emergency: 484-1227 — Emergency: 911 Postmaster: _ US Postal Service - 225-4111 General Requirements — Page 4 of 19 Downtown Enhancement Project January 15,2003 SECTION 01040 COORDINATION 1.1 GENERAL CONTRACTOR RESPONSIBILITIES A. Coordinate operations under contract in a manner which will facilitate progress of the Work. B. Conform to the requirements of public utilities and concerned public agencies in respect to the timing and manner of performance of operations which affect the service of such utilities, agencies, or public safety. C. Coordinate operations under contract with utility work to allow for efficient completion of the Work. D. Coordinate all operations with the adjoining property owners, business owners, and surrounding neighborhoods to provide satisfactory access at all times and keep them informed at all times. 1.4 CONFERENCES A. A Pre -construction Conference will be held prior to the start of construction. 1. Contractor shall participate in the conference accompanied by all major Subcontractors, including the Traffic Control Supervisor assigned to the project. 2. Contractor shall designate/introduce Superintendent, and major Subcontractors supervisors assigned to project. 3. The Engineer shall invite all utility companies involved. 4. The Utilities will be asked to designate their coordination person, provide utility plans, and their anticipated schedules. 5. The Engineer shall introduce the project Representatives. B. Additional project coordination conferences will be held prior to start of construction for coordination of the Work, refining project schedules, and utility coordination. C. Engineer may hold coordination conferences to be attended by all involved when Contractor's operations affects, or is affected by, the work of others. 1. Contractor shall participate in such conferences accompanied by Subcontractors as required by the Engineer. 1.5 PROGRESS MEETINGS A. Contractor and Engineer's Project Representatives shall schedule and hold regular progress meetings at least weekly and at other times as requested by the Engineer or required by the progress of the Work. B. Attendance shall include: 1. Contractor and Superintendent 2. Owner's Representatives 3. Engineer and Resident Project Representative 4. Traffic Control Supervisor 5. Others as may be requested by Contractor, Engineer or Owner General Requuements — Page 5 of 19 Downtown Enhancement Project January 15,2003 C. Minimum agenda shall include: 1. Review of work progress since last meeting. 2. Identification and discussion of problems affecting progress. 3. Review of any pending change orders. — 4. Revision of Construction Schedule as appropriate. D. The Engineer and Contractor shall agree to weekly quantities at the progress meetings. The weekly quantity sheets shall be signed by both parties. These quantity sheets, when signed, shall be final and shall be the basis for the monthly _ progress estimates. This process ensures accurate monthly project pay estimates. END OF SECTION General Requirements — Page 6 of 19 Downtown Enhancement Project January 15, 2003 SECTION 01310 CONSTRUCTION SCHEDULES 1.1 GENERAL A. The contractor shall prepare a detailed schedule of all construction operations and procurement after review oftentative schedule by parties attending the pre -construction conference. This schedule will show how the contractor intends to meet the milestones set forth. 1. No work is to begin at the site until Owner's acceptance of the Construction Progress Schedule and report of delivery of equipment and materials. 1.2 FORMAT AND SUBMISSIONS A. Prepare construction and procure schedules in a graphic format suitable for displaying scheduled and actual progress. B. Submit two copies of each schedule to Owner for review. 1. Owner will return one copy to Contractor with revisions suggested or necessary for coordination of the Work with the needs of Owner or others. C. The schedule must show how the street, landscaping and various utility work will be coordinated. 1.3 CONTENT A. Construction Progress Schedule. 1. Show the complete work sequence of construction by activity and location. 2. Show changes to traffic control. 3. Show project milestones B. Report of delivery of equipment and materials. 1. Show delivery status of critical and major items of equipment and materials. 2. Include a schedule which includes the critical path for Shop Drawings, tests, and other submittal requirements for equipment and materials, reference Section 01340. 1.4 PROGRESS REVISIONS A. Submit revised schedules and reports at weekly project coordination meetings when changes are foreseen, when requested by Owner or Engineer, and with each application for progress payment. B. Show changes occurring since previous submission. 1. Actual progress of each item to date. 2. Revised projections of progress and completion. C. Provide a narrative report as needed to define: 1. Anticipated problems, recommended actions, and their effects on the schedule. 2. The effect of changes on schedules of others. General Requirements — Page 7 of 19 SECTION 00020 INVITATION TO BID Downtown Enhancement Project January 15, 2003 1.5 OWNER'S RESPONSIBILITY A. Owner's review is only for the purpose of checking conformity with the Contract Documents and assisting Contractor in coordinating the Work with the needs of the Project. B. It is not to be construed as relieving Contractor from any responsibility to determine the means, methods, techniques, sequences and procedures of construction as provided in the General Conditions. END OF SECTION General Requirements — Page 8 of 19 Downtown Enhancement Project January 15, 2003 SECTION 01330 SURVEY DATA 1.1 SURVEY REQUIREWNTS A. The Owner will provide the construction surveying for the street and landscaping improvements. City Survey Crews will perform the surveying required. B. The Contractor must submit a survey request form to the City Surveyors a minimum of 48 hours prior to needing nm eVlnE. C. ffthe requested surveying cannot be accomplished in the time frame requested by the Contractor, the survey personnel shall notify the Contractor with the date on which the requested work will be completed. D. Should a sudden change in the Contractor's operations or schedule require the survey personnel to work overtime, the Contractor shall pay the additional overtime expense. E. The Contractor shall protect all survey monuments and construction stakes. If it is unavoidable to remove a survey monument or construction stakes, the Contractor is responsible for notifying the Surveyor and allowing enough time for the monuments or stakes to be relocated. The Contractor will be responsible for the cost of re -staking construction stakes and for the cost of re-establishing a destroyed monument. The Contractor shall be responsible for transferring the information from the construction stakes to any necessary forms and for constructing all pipelines, drainage ways, pavements, inlets, walls, and other structures in accordance with the information on the stakes and grade sheets supplied by the Owner. END OF SECTION General Requirements — Page 9 of 19 Downtown Enhancement Project January 15, 2003 SECTION 01340 SHOP DRAWINGS 1.1 GENERAL A. Submit Shop Drawings, Samples, and other submittals as required by individual specification sections. 1. Engineer will not accept Shop Drawings or other submittals from anyone but Contractor. B. Schedule: Reference Section 01310, Construction Schedules. Submittals received by Engineer prior to the time set forth in the approved schedule will be reviewed at any time convenient to Engineer before the time required by the schedule. C. Any need for more than one re -submission, or any other delay in obtaining Engineer's review of submittals, will not entitle Contractor to extension of the Contract Time unless delay of the Work is directly caused by failure ofEngineer to return any scheduled submittal within 10 days after receipt in his office of all information required for review of the submittals or for any other reason which prevents Engineer's timely review. Failure of Contractor to coordinate _ submittals that must be reviewed together will not entitle Contractor to an extension of Contract Time or an increase in Contract Price. D. Resubmit for review a correct submittal if errors are discovered during manufacture or fabrication. E. Do not use materials or equipment for which Shop Drawings or samples are required until such submittals, stamped by Contractor and properly marked by Engineer, are at the site and available to workmen. F. Do not use Shop Drawings which do not bear Engineer's mark "NO EXCEPTION TAKEN" in the performance of the Work. Review status designations listed on Engineer's submittal review stamp are defined as follows: NO EXCEPTION TAKEN Signifies material or equipment represented by the submittal conforms with the design concept, complies with the information given in the Contract Documents and is acceptable for incorporation in the Work. Contractor is to proceed with fabrication or procurement of the items and with related work. Copies of the submittal are to be — transmitted for final distribution. 2. REVISE AS NOTED -_ Signifies material or equipment represented by the submittal conforms with the design concept, complies with the information given in the Contract Documents and is acceptable for incorporation in the Work in accordance with Engineer's notations. Contractor is to proceed with the Work in accordance with Engineer's notations and is to submit a revised submittal responsive to notations marked on the returned submittal or written in the letter of transmittal. 3. REJECTED Signifies material or equipment represented by the submittal does not conform with the design concept or comply with the information given in the Contract Documents and is not acceptable for use in the Work. Contractor is to submit submittals responsive to the Contract Documents. _ General Requirements — Page 10 of 19 Downtown Enhancement Project January 15, 2003 4. FOR REFERENCE ONLY Signifies submittals which are for supplementary information only; pamphlets, general information sheets; catalog cuts, standard sheets, bulletins and similar data, all of which are useful to Engineer or Owner in design, operation, or maintenance, but which by their nature do not constitute a basis for determining that items represented thereby conform with the design concept or comply with the information given in the Contract Documents. Engineer reviews such submittals for general information but not for substance. 1.2 SHOP DRAWINGS A. Include the following information as required to define each item proposed to be furnished. 1. Detailed installation drawings showing foundation details, and clearances required for construction. 2. Relation to adjacent or critical features of the Work or materials. 3. Field dimensions, clearly identified as such. 4. Applicable standards, such as ASTM or Federal Specification numbers. 5. Drawings, catalogs or parts thereof, manufacturer's specifications and data, instructions, performance characteristics and capacities, and other information specified or necessary: a. For Engineer to determine that the materials and equipment conform with the design concept and comply with the intent of the Contract Documents. b. For the proper erection, installation, and maintenance of the materials and equipment which Engineer will review for general information but not for substance. c. For Engineer to determine what supports, anchorages, structural details, connections and services are required for materials and equipment, and the effect on contiguous or related structures, materials and equipment. 6. Complete dimensions, clearances required, design criteria, materials of construction and the like to enable Engineer to review the information effectively. B. Manufacturer's standard drawings, schematics and diagrams: 1. Delete information not applicable to the Work. 2. Supplement standard information to provide information specifically applicable to the Work. C. Format. 1. Present in a clear and thorough manner. 2. Minimum sheet size: 81/2" x I I ". 3. Clearly mark each copy to identify pertinent products and models. 4. Individually annotate standard drawings which are furnished, cross out items that do not apply, describe exactly which parts of the drawing apply to the equipment being furnished. 5. Individually annotate catalog sheets to identify applicable items. 6. Reproduction or copies of portions of Contract Documents: a. Not acceptable as complete fabrication or erection drawings. b. Acceptable when used as a drawing upon which to indicate information on erection or to identify detail drawings. 7. Clearly identify the following: a. Date of submission. b. Project title and number. c. Names of Contractor, Supplier and Manufacturer. d. Specification section number, specification article number for which items apply, intended use of item in the work, and equipment designation. e. Identify details by reference to sheet, detail, schedule or room numbers shown in the Contract Documents. f Deviations from Contract Documents. General Requirements — Page 11 of 19 Downtown Enhancement Project January 15, 2003 g. Revisions on re -submittals. h. Contractor's stamp, initialed or signed, certifying to review of submittal, verification of products, field measurements and field construction criteria, and coordination of the information within the submittal with requirements of the Work and the Contract Documents. 1.3 SUBMISSION REQUIREMENTS A. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work ^ or in the work of any other contractor. B. Minimum number required: 1. Shop Drawings. a. Three (3) copies minimum, two (2) copies which will be retained by Engineer. 1.4 RE -SUBMISSION REQUIREMENTS A. Make corrections or changes required by Engineer and resubmit until accepted. B. In writing call Engineer's attention to deviations that the submittal may have from the Contract Documents. C. In writing call specific attention to revisions other than those called for by Engineer on previous submissions. D. Shop Drawings. 1. Include additional drawings that may be required to show essential details of any changes proposed by Contractor along with required wiring and piping layouts. END OF SECTION General Requirements — Page 12 of 19 Downtown Enhancement Project January 15, 2003 SECTION 01410 TESTING 1.1 GENERAL A. Provide such equipment and facilities as the Engineer may require for conducting field tests and for collecting and forwarding samples. Do not use any materials or equipment represented by samples until tests, if required, have been made and the materials or equipment are found to be acceptable. Any product which becomes unfit for use after approval hereof shall not be incorporated into the work. B. All materials or equipment proposed to be used may be tested at any time during their preparation or use. Furnish the required samples without charge and give sufficient notice of the placing of orders to permit the testing. Products may be sampled either prior to shipment or after being received at the site of the work. C. Tests shall be made by an accredited testing laboratory selected by the Owner. Except as otherwise provided, sampling and testing of all materials and the laboratory methods and testing equipment shall be in accordance with the latest standards and tentative methods of the American Society for Testing Materials (ASTM). D. Where additional or specified information concerning testing methods, sample sizes, etc., is required, such information is included under the applicable sections of the Specifications. Any modification of, or elaboration on, these test procedures which may be included for specific materials under their respective sections in the Specifications shall take precedence over these procedures. 1.2 OWNER'S RESPONSIBILITIES A. Owner shall be responsible for and shall pay all costs in connection with testing for the following: 1. Soil tests, except those called for under Submittals thereof. 2. Tests not called for by the Specifications of materials delivered to the site but deemed necessary by Owner. 3. Concrete test, except those called for under Submittals thereof. 1.3 CONTRACTOR'S RESPONSIBILITIES A. In addition to those inspections and tests called for in the General Conditions, Contractor shall also be responsible for and shall pay all costs in connection with testing required for the following: 1. All performance and field testing specifically called for by the specifications. 2. All retesting for Work or materials found defective or unsatisfactory, including tests covered under 1.2 above. 3. All minimum call out charges or stand by time charges from the tester due to the Contractor's failure to pave, pour, or fill on schedule for any reason except by action of the Engineer. B. Contractor shall notify the Project Engineer 48 hours prior to performing an operation that would require testing. 1.4 CONTRACTOR'S QUALITY CONTROL SYSTEM A. General: The Contractor shall establish a quality control system to perform sufficient inspection and tests of all items of Work, including that of his subcontractors, to ensure conformance to the functional performance of this project. This control shall be established for all construction except where the Contract Documents provide for specific compliance tests by testing laboratories or engineers employed by the Owner. The Contractor's control system shall specifically include all testing required by the various sections of these Specifications. General Requirements — Page 13 of 19 Downtown Enhancement Project January 15, 2003 B. Superintendence: The Contractor shall employ a full time Superintendent to monitor and coordinate all facets of the Work. The Superintendent shall have adequate experience to perform the duties of Superintendent. C. Contractor's quality control system is the means by which he assures himself that his construction complies with the requirements of the Contract Documents. Controls shall be adequate to cover all construction operations and should be — keyed to the proposed construction schedule. D. Records: Maintain correct records on an appropriate form for all inspections and tests performed, instructions received from the Engineer and actions taken as a result of those instructions. These records shall include evidence that the required inspections or tests have been performed (including type and number of inspections or test, nature of defects, causes for rejection etc.) proposed or directed remedial action, and corrective action taken. Document injections and tests as required by each section of the Specifications. Provide copies to Engineer weekly. — END OF SECTION General Requirernents — Page 14 of 19 Downtown Enhancement Project January 15,2003 SECTION 01510 TEMPORARY UTILITIES 1.1 UTILITIES A. Furnish all utilities necessary for construction. B. Make arrangements with Owner as to the amount of water required and time when water will be needed. 1. Meters may be obtained through the Water Utility Meter Shop at 221-6759 2. Unnecessary waste of water will not be tolerated. C. Furnish necessary water trucks, pipes, hoses, nozzles, and tools and perform all necessary labor. 1.2 SANITARY FACILITIES A. Furnish temporary sanitary facilities at each site for the needs of construction workers and others performing work or furnishing services on the Project. B. Properly maintain sanitary facilities of reasonable capacity throughout construction periods. C. Enforce the use of such sanitary facilities by all personnel at the site. D. Obscure from public view to the greatest practical extent. END OF SECTION General Requirements — Page 15 of 19 Downtown Enhancement Project January 15, 2003 SECTION 01560 TEMPORARY CONTROLS 1.1 NOISE CONTROL A. Take reasonable measures to avoid unnecessary noise when construction activities are being performed in populated areas. B. Construction machinery and vehicles shall be equipped with practical sound muffling devices, and operated in a manner to cause the least noise consistent with efficient performance of the Work. C. Cease operation of all machinery and vehicles between the hours of 6:00 p.m. and 5:00 a.m. 1.2 DUST CONTROL A. Dusty materials in piles or in transit shall be covered when necessary to prevent blowing. B. Earth and road surfaces subject to dusting due to construction activities and detouring of traffic shall be kept moist with water or by application of a chemical dust suppressant. 1. Chemical dust suppressant shall not be injurious to existing or future vegetation. 1.3 POLLUTION CONTROL A. Prevent the pollution of drains and water courses by sanitary wastes, concrete, sediment, debris and other substances resulting from construction activities. 1. Retain all spent oils, hydraulic fluids and other petroleum fluids in containers for disposal off the site. 2. Prevent sediment, debris or other substances from entering sanitary sewers, storm drains and culverts. 1.4 EROSION CONTROL A. Take such measures as are necessary to prevent erosion of soil that might result from construction activities. 1. Measures in general will include: a. Control of runoff b. Trapping of sediment c. p imam ing area and duration of soil exposure d. Temporary materials such as hay bales, sand bags, plastic sheets, riprap or culverts to prevent the erosion of banks and beds of watercourses or drainage swales where runoff will be increased due to construction activities. B. Preserve natural vegetation to greatest extent possible. C. Locate temporary storage and route construction traffic so as to preserve vegetation and minimize erosion. D. Comply with the City of Fort Collins Storm Drainage Erosion Control Manual. See Revision of Section 208, contained herein. General Requirements — Page 16 of 19 Downtown Enhancement Project January 15, 2003 1.5 TRAFFIC CONTROL A. Maintain traffic control in accordance with the "Manual of Uniform Traffic Control Devices" (MUTCD), the City of Fort Collins' "Work Area Traffic Control Handbook", and the Larimer County Urban Area Street Standards. hi the event of a conflict between the MUTCD criteria and the City's criteria, the City's criteria shall govem. See Revision of Section 630, contained herein. 1.6 HAUL ROUTES The Engineer reserves the right to set haul routes in order to protect pavements, both new and old, from heavy loads. These pavements may include, but are not limited to, recently constructed pavements, recently overlaid pavements, and/or pavements whose condition would be significantly damaged by heavy loads. END OF SECTION General Requirements — Page 17 of 19 SECTION 00020 INVITATION TO BID Date: January 14, 2003 Sealed Bids will be received by the City of Fort Collins (hereinafter referred as OWNER), at the office of the Purchasing Division, 3:00 P.M., our clock, February 12, 2003 for the DOWNTOWN ENHANCEMENT PROJECT; Bid No. 5759. delivered, they are to be delivered to 215 North Mason Street, 2Rd Floor; Fo. Collins, Colorado, 80524. If mailed, the mailing address is P. O. Box 580, Fo Collins, CO 80522-0580. At said place and time, and promptly thereafter, all Bids that have been du. received will be publicly opened and read aloud. All general contractors must be pre -qualified with CDOT and the City to bid th. project. All demolition, all concrete, pavers, traffic control and landscapii subcontractors must be pre -qualified by the City. For a pre -qualification for] please go to www.fcgov.com/purchasing then to current listings, click on bids a RFPs, then to 5759pqual. Pre -qualification forms must be received at tt Purchasing office by January 29, 2003. The Contract Documents provide for several small sites in the downtown area. T. bulk of the work includes removal and/or installation of concrete pavemen- concrete sidewalk, colored and stamped concrete crosswalks, pedestrian acce: ramps, decorative pavers, tree grates, pedestrian lights, irrigation, retainil walls, pedestrian refuges, and the associated vehicle and pedestrian traff. control. This is a one year contract, at the option of the City, the Agreement may 1 extended for additional 1 year periods not to exceed two additional one ye< periods. Written notice of renewal shall be provided to the Service Provider a] mailed no later than ninety (90) days prior to contract end. All Bids must be in accordance with the Contract Documents on file with The Ci of Fort Collins, 215 North Mason St., 2nd floor, Fort Collins, Colorado 80524 Contract Documents will be available January 15, 2003. Copies of the Contract Documents, complete with Construction Specifications aj Drawings, may be obtained from Purchasing Division at 215 North Mason St., 21 floor, Fort Collins, Colorado, 80521 upon payment of a refundable fee of Sevent: five ($75.00) per set. No partial sets will be issued. The Contract Documents and Construction Drawings may be examined at: 1. City of Fort Collins, Purchasing Division. 2. The Daily Journal, 2000 S. Colorado Blvd. Suite 2000, Denver, Colorado. 3. CMD Denver Plan Room, 9250 E Costilla Ave, STE 400, Englewood, CO 4. Builders Exchange, 223 South Link Lane, Fort Collins, Colorado. 5. The Plan Room, 2176 South Jasmine St. Door "E"/Suite 219, Denver, Colorado 07/2001 Section 00020 Page 1 Downtown Enhancement Project January 15,2003 SECTION 01700 CONTRACT CLOSEOUT 1.1 CLEANING AND RESTORATION A. Return the premises and adjacent properties to conditions existing or better than existing at the time the work was begun. This will include providing labor, equipment and materials for cleaning, repairing and replacing facilities damaged or soiled during construction. The Engineer will be the judge of the degree of restoration required. 1.2 PROJECT RECORD DOCUMENTS Maintain on the job site, and make available to the Engineer upon request, one current marked -up set of the drawings — which accurately indicate all approved variations in the completed work that differ from the design information shown on the drawings. Further, these drawings should reflect all underground obstacles encountered. B. These record drawings along with any survey records, photographs and written descriptions of said work as may be required by the Engineer shall be submitted prior to project acceptance. END OF SECTION General RequnemeMs — Page 19 of 19 Downtown Enhancement Project January 15, 2003 SECTION 01800 METHOD OF MEASUREMENT AND BASIS OF PAYMENT 1.1 DEFECTIVE WORK A. Owner will not pay for defective work and will not pay for repair or additional work required to bring the project to a point of acceptance. 1.2 BID PRICE A. The Total Bid Price covers all Work required by the Contract Documents. All work not specifically set forth as a pay item in the Bid Form shall be considered a subsidiary obligation of Contractor and all costs in connection therewith shall be included in the prices bid for the various items of Work. B. Prices shall include all costs in connection with the proper and successful completion of the Work, including furnishing all materials, equipment and tools; and performing all labor and supervision to fully complete the Work. C. Unit prices shall govern over extensions of sums. D. Unit prices shall not be subject to renegotiation. 1.3 ESTIMATED QUANTITIES A. All quantities stipulated in the Bid Form at unit prices are approximate and are to be used only as a basis for estimating the probable cost of the Work and for the purpose of comparing the bids submitted to the Work. The basis of payment shall be the actual amount of materials furnished and Work done. B. Contractor agrees that he will make no claim for damages, anticipated profits, or otherwise on account of any difference between the amount of Work actually performed and materials actually furnished and the estimated amount therefore. END OF SECTION General Requirements — Page 19 or 19 Downtown Enhancement Project January 15, 2003 SECTION 02000 PROJECT TECHNICAL SPECIFICATIONS The Colorado Department of Transportation "Standard Specifications for Road and Bridge Construction", 1999, and the Latimer County "Urban Area Street Standards", October 2002 (hereafter referred to as the "Standard Specifications") are made a part of this Contract by this reference, except as revised herein, and are hereby adopted as the minimum Standard Specifications of Compliance for this project. The City of Fort Collins Storm Drainage Construction Standards, City of Fort Collins Water Utilities Standard Construction Specifications, and City of Fort Collins Work Area Traffic Control Handbook shall also serve as minimum standards of compliance for this project. They are not included in the contract documents, but may be obtained at the appropriate City Departments. It shall be the Contractors responsibility to purchase and familiarize themselves with all of the City Department specifications. In those instances where CDOT Standard Specifications conflict with the City specifications listed above, the City specifications shall govern. In those instances where the Standard Specifications conflict with any of the provisions of the preceding Sections, the preceding Sections shall govern. INDEX OF REVISIONS SECTION PAGE 104 Traffic and Parking Control..............................................................................................Technical Specs. 2-4 105 Control of Work................................................................................................................Technical Specs. 5-6 107 Protection & Restoration of Property & Landscape.........................................................Technical Specs. 7-8 108 Prosecution & Progress.....................................................................................................Technical Specs. 9 201 Clearing & Grubbing........................................................................................................Technical Specs. 10 202 Removal of Structures & Obstructions.............................................................................Technical Specs. 11-13 203 Excavation& Embankment..............................................................................................Technical Specs. 14-16 208 Erosion Control................................................................................................................Technical Specs. 17-18 210 Reset Structures.................................................................................................................Technical Specs. 19-22 212 Seeding, Fertilizer, & Sodding..........................................................................................Technical Specs. 23-24 214 Planting..............................................................................................................................Technical Specs. 25 304 Aggregate Base Course.....................................................................................................Technical Specs. 26 412 Portland Cement Concrete Pavement...............................................................................Technical Specs. 27-29 608 Sidewalks, Drive Approaches, Access Ramps, Splashblock, Crosswalks ......................Technical Specs. 30-34 608 Detectable Warnings........................................................................................................Technical Specs. 35 609 Curb and Gutter.................................................................................................................Technical Specs. 36-37 610 Median Cover Material.....................................................................................................Technical Specs. 38-39 613 Electrical Sleeving............................................................................................................Technical Specs. 40 619 Water Lines.......................................................................................................................Technical Specs. 41 622 Rest Areas & Buildings.....................................................................................................Technical Specs. 42 623 Irrigation............................................................................................................................Technical Specs. 43 630 Traffic Control...................................................................................................................Technical Specs. 44-49 Technical Specifications Page 1 of 49 Downtown Enhancement Project January 15, 2003 REVISION OF SECTION 104 TRAFFIC AND PARKING CONTROL Section 104 of the Standard Specifications is hereby revised as follows: Subsection 104.04 shall include the following: Railroad Flagging will be arranged by the City of Fort Collins. Railroad Flagging is required when work is performed within 25 feet of the centerline of the tracks on Mason Street. Contractor must notify Engineer at least 72 hours prior to needing railroad flagging. The work in the Mountain and Mason intersection can be phased in two sections, along the railroad crossing material. One travel lane on Mason Street shall remain open to through traffic at all times. Detour routes shall not direct traffic through lane drops on College Avenue. Mountain Avenue median work shall be phased with the adjacent Mountain Avenue rehabilitation work, or as directed by Engineer. Lane closures shall be coordinated in such a fashion as to minimize the impact on College Avenue. Short term lane closures on College Avenue may be restricted to avoid rush hour traffic, where applicable. Pedestrian access must be clearly delineated and buffered from construction activities at all times, and may include construction and installation of temporary ramps and wooden walkways, as necessary. Pedestrian and vehicular access must be maintained to businesses at all times, or as directed by the Engineer. Parking: Parking for employees will NOT be permitted in the work zone or in the general Downtown vicinity. Rooftop Parking Passes for two Downtown parking structures are available for $18/month per vehicle from the City of Fort Collins Parking Services office at 215 North Mason Street, 970.221.6617. The Civic Center structure is located on the southeast corner of Mountain and Mason, and the Old Town structure is located on the southeast corner of Remington and Mountain. Both are conveniently located near the project. Ali vehicles not required to perform the Work shall obtain a Rooftop ParldngPass,or be confined to the limits of the staging area (if applicable). It shall be the Contractor's responsibility to clear parking from the streets when such parking will interfere with the work. Prior to work that requires the street(s) to be closed to parking and/or traffic; the street(s) shall be posted for "NO PARKING". Encroachment permits must be obtained for each parking space eliminated in order to perform the Work Permits are available from the City of Fort Collins Parking Services office at 215 North Mason Street. The placement of "NO PARKING' signs shall take place at least 24 hours prior to the commencement of work and shall clearly show the type of work, and the day, date and times that the message on the sign is in effect. (For example, if a street is to be patched on Wednesday, July 2, the street shall be posted no later than Tuesday, July 1, by 7:00 a.m. with a sign that reads similar to "NO PARKING, WEDNESDAY, JULY 2, 7:00 Technical Specifications Page 2 of 49 Downtown Enhancement Project January 15, 2003 REVISION OF SECTION 104 TRAFFIC AND PARKING CONTROL A.M. TO 6:00 P.M.) See sample "NO PARKING" sign. "NO PARKING" signs shall remain in place until the street is opened to traffic and all clean up operations completed. All information on the "NO PARKING" signs, with the exception of the date, shall be in block letters permanently affixed to the sign. Any information added to a sign, such as dates, shall be clearly legible and written in block style letters. The "NO PARKING" signs shall be in effect for one or two days only. Any work done by the Contractor without traffic control will not be paid for under the terms of this Contract. The Contractor will not be paid for traffic control costs incurred during Contractor caused delays. At or near the end of each work day, a representative of the Contractor, the Traffic Control Supervisor, and the Engineer will meet to discuss the progress of the work and the placement of traffic control devices including "NO PARKING" signs. Any necessary adjustments shall be made. The Contractor shall also review at this time with the Engineer the proposed means of handling parking and traffic control for upcoming work. It is the responsibility of the Contractor to minimize any inconvenience to the public as a result of this work. The Contractor shall maintain access at all times to all businesses within the project. Any changes in the traffic control, including additional signs, barricades, and/or flaggers needed in the field shall be immediately implemented as directed by the Engineer. The cost for traffic control is covered in "Revision of Section 614, Traffic Control Devices" found herein Technical Specifications Page 3 of 49 Downtown Enhancement Project January15,2003 REVISION OF SECTION 105 CONTROL OF WORK Section 105 of the Standard Specifications is hereby revised as follows: Subsection 105.07 shall include the following: The City Streets Department will perform asphalt taper milling. Contractor must notify the Engineer a minimum of one week prior to needing the milling operation. Concrete construction and/or reconstruction operations at intersections may involve the destruction and replacement of traffic signal loop detectors. The existing traffic signal loop detectors shall be removed by the contractor at no additional cost. New loop detectors may be installed at other intersections where they do not now exist. New and replacement loop detectors will be installed by the City Traffic Division. The Contractor shall cooperate with the schedule of this work to insure the timely installation of new loop detectors. Also, the Contractor shall coordinate with the City Traffic Division to ensure that any cleanup required after the installation of the loop detectors will be completed before concrete placement operations begin. City Utilities, Parks, Traffic and utility contractors may perform work related to the project within or near the limits of this project. The Contractor shall coordinate extensively with these entities to minimize traffic control and scheduling conflicts, and shall cooperate with the utilities to ensure timely completion of the utility work. Subsection 105.11 shall include the following: The Contractor shall keep the Engineer informed of his future construction operations to facilitate scheduling of required inspection, measuring for pay quantities, and sampling. The Contractor shall notify the Engineer a minimum of 24 hours in advance of starting any construction operation that will require inspection, measuring for pay quantities, or sampling. Failure of the Contractor to provide such notice will relieve the owner and the Engineer from any responsibility for additional costs or delays caused by such failure. Inspection of the work or materials shall not relieve the Contractor of any of his obligations to fulfill his contract as prescribed. Work and materials not meeting specifications shall be corrected and unsuitable work or materials may be rejected, notwithstanding that such work or materials have been previously inspected by the Engineer or that payment therefore has been included in the progress estimate. Subsection 105.14 shall include the following: The roadway area, including curb, gutter, and sidewalk, adjacent to and through the construction area shall be cleaned of debris by the Contractor at the earliest opportunity, but in no case shall the area be left unclean after the completion of the days work. It shall be the Contractor's responsibility to provide the necessary manpower and equipment to satisfactorily clean the roadway area. The Contractor shall utilize a combination of pick-up brooms, side brooms and/or other equipment as needed to clean the roadway area. All sweeping and clean up equipment shall be approved by the Engineer prior to the commencement of work. The Contractor shall maintain the roadway area during the construction process as prescribed above. Technical Specifications Page 5 of 49 Downtown Enhancement Project January 15, 2003 REVISION OF SECTION 105 CONTROL OF WORK If a street requires additional sweeping by City forces, the Owner shall deduct from compensation due the — Contractor sufficient funds to cover the Owner's cost to provide said service. All cost of maintaining the work during construction and before the project is accepted, will not be paid for separately, but shall be included m the work. END OF SECTION Technical Specifications Page 6 of 49 Downtown Enhancement Project January 15, 2003 REVISION OF SECTION 107 PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPE Section 107 of the Standard Specifications is hereby revised as follows: Subsection 107.12 shall include the following: The fact that any underground facility - sprinkler systems, utility services, etc. - is not shown on the plans, details or construction documents shall not relieve the Contractor of his responsibilities as provided for in the Contract. It shall be the Contractor's responsibility, pursuant thereto, to ascertain the location of such underground improvements which may be subject to such damage by reason of his operations. The limits of construction are shown on the plans and represent the maximum extent of disturbance for the measurement and payment for any contract items. Disturbance beyond these limits may result in costly repairs to existing buildings, sidewalks, and landscaping. The Contractor at no cost to the City shall repair any damages to property caused by the Contractor's operations. The Contractor shall prepare a schedule prior to construction that shows specific measures that will be employed to protect private property and existing landscaping from damage during construction. Any pruning of vegetation shall require the written permission of the property owner and/or the Engineer. If the area to be repaired is five (5) inches or less in width, the Contractor shall clean the area of all debris (i.e. concrete, road base, etc.) to a minimum depth of four (4) inches, prepare all edges to be clean and vertical, and place (see below) and compact topsoil. The topsoil shall be compacted utilizing a hand operated roller or other method approved by the Engineer. The topsoil shall consist of loose friable loam reasonably free of admixtures of subsoil, refuse, stumps, roots, rocks, brush, weeds, heavy clay, hard clods, toxic substances or other material which would be detrimental to the proper development of vegetative growth. The material to be utilized shall be approved by the Engineer prior to placement. The topsoil shall be in a relatively dry state and placed during dry weather. The topsoil shall be fine graded to eliminate rough and low areas and ensure positive drainage. The existing levels, profiles and contours shall be maintained. If any portion of the area to be repaired is greater than five (5) inches in width, the Contractor shall clean and prepare the area along the entire length of the repair location as stated above to a minimum of one (1) foot, place sod over the entire area, water once, and notify the property owner in writing of the nature of the work that has taken place and that the sod will be watered only once. If the area to be repaired is only damaged on the surface, the Contractor shall remove the damaged areas of sod to a depth that will allow new sod to be placed, place new sod, water once and notify the property owner in writing of the nature of the work that has taken place and the fact that the sod will be watered only once. The minimum overall width of the area to be sodded shall be one (1) foot. Technical Specifications Page 7 of 49 Downtown Enhancement Project January 15, 2003 REVISION OF SECTION 107 PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPE Sprinkler systems - Sprinkler systems designated for relocation shall be capped off at the limits of constnuction and — protected from damage by the contractor. Sprinkler heads shall be salvaged and stockpiled on each property for use when reconstructing the sprinkler systems. Sprinkler systems damaged outside of the construction limits as a result of construction operations shall be replaced at the Contractor's expense, within three working days of written notification from the Engineer. Sprinkler system relocation shall be measured and paid on a lump sum basis per site. All repair of sprinkler systems damaged as a result of the construction operations shall take place within three (3) working days from the date of damage. All landscaping that is damaged due to construction operations shall be replaced by the Contractor at his expense unless a written waiver is obtained from the property owner and submitted to the Engineer. Re -sodded lawns shall be watered once by the Contractor. _ All costs for protecting and restoring landscaping and lawns shall be considered a subsidiary obligation of the Contractor in connection with the various items of the Work, and no measurement or payment shall be made separately for the protection and restoration of landscaping and lawns. _ In areas where the Engineer directs new work or the reconstruction areas require grade adjustment, the placement of topsoil and sod will be measured and paid for separately. See Section 212 - Seeding, _ Fertilizer, and Sodding found herein. All labor, materials, tools, equipment, incidentals, and work involved in protecting or repairing underground facilities shall be considered incidental to the work being done and shall not be measured and paid for separately. — END OF SECTION Technical Specifications Page 8 of 49 Downtown Fa hancement Project Jmunry15,2003 REVISION OF SECTION 108 PROSECUTION AND PROGRESS Section 108 of the Standard Specifications is hereby revised as follows: Subsection 108.04 shall include the following: The work shall be completed within the following calendar months: ®�M The City of Fort Collins is committed to maintaining a positive working relationship with the businesses and residents of the downtown area. Every effort will be made to maintain pedestrian flow, and to accommodate special events and high volume holidays for businesses, pedestrians, parking, and vehicle traffic. Contractor shall be responsible for communicating accurate scheduling information to the project team to assure proper notification of businesses and residents. All Work east of the Mountain and Mason intersection shall be completed during the months of March, April, May 1-15, September and October. Saw -cutting and demolition operations will not be permitted during the hours of 11:30 am. and 1:30 p.m. in this area. In the event work in this area is not completed prior to May 15, the work area must be brought to an acceptable condition to allow for parking, and pedestrian and vehicle traffic, as determined by the Engineer. City Holidays and specific dates that require work to stop, or are limited to specific types of work, are described below. At a minimum, exceptional pedestrian and vehicle access must be maintained on these dates as determined by the Engineer: St. Patrick's Day Parade Saturday March 15 Easter Sunday April20 Cinco de Mayo Saturday May 3 Mother's Day Sunday May 11 CSU Graduation Fri. & Sat. May 16 & 17 High School Graduation Fri & Sat. May 23 &24 Memorial Day Monday May 26 Independence Day Friday July 4 New West Fest Sat. & Sun. August 16 & 17 Brew Fest Sat. & Sun. June 28 & 29 Labor Day Monday Sept 1 Work hours shall be 5:00 a.m. to 6:00 p.m., Monday through Friday, or as approved by the Engineer. Work shall commence on or before March 10, 2003, and shall be substantially complete on or before October 31, 2003. END OF SECTION Technical Specifications Page 9 of 49 A prebid conference and job walk with representatives of prospective Bidders w-' be held at 10:30 a.m. on January 22, 2003 at 215 N. Mason, 2Id Floor Train. Room, Fort Collins. Prospective Bidders are invited to present their questions relative to this proposal at this meeting. 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, of General Conditions. Substantial Completion of the Work is required z specified in the Agreement. The successful Bidder will be required to furnish a Performance Bond and Payment Bond guaranteeing faithful performance and the payment of all bills ;- obligations arising from the performance of the Contract. No Bid may be withdrawn within a period of forty-five (45) days after the dat fixed for opening Bids. The OWNER reserves the right to reject any and all Bids, and to waive ar informalities and irregularities therein. Bid security in the amount of not less than 5% of the total Bid must accompar each Bid in the form specified in the Instructions to Bidders. -- Sales Prohibited/Conflict of Interest: No officer, employee, or member of Cit Council, shall have a financial interest in the sale to the City of any real ( personal property, equipment, material, supplies or services where such offi— or employee exercises directly or indirectly any decision -making author concerning such sale or any supervisory authority over the services to k rendered. This rule also applies to subcontracts with the City. Soliciting accepting any gift, gratuity favor, entertainment, kickback or any items monetary value from any person who has or is seeking to do business with the Cii of Fort Collins is prohibited City of Fort Collins By � OU� (@C7^�� B.O'Neill, II, CPPO, FNIGP hasing/Risk Management Director 07/2001 Section 00020 Page 2 Downtown Enhancement Project January 15, 2003 REVISION OF SECTION 201 CLEARING AND GRUBBING Section 201 of the Standard Specifications is hereby revised as follows: Subsection 201.02 shall be amended to include the following: Care shall be taken when removing existing bushes and cobblestones so as to not damage existing utilities. The lump sum price shall be full compensation for the removals, and no measurement will be made. When any tree roots are encountered during construction operations, the Contractor shall notify the Engineer prior to any root removals. The Engineer and the City Forester's representative shall then make a determination regarding removal. Tree roots shall be removed with a sharpened, sanitized saw, cut orthogonally to its longitudinal axis as closely as practical, to leave the freshly cut root surface in a clean and smooth condition. Axes or other blunt objects shall not be used to cut tree roots. Where it is anticipated that tree roots may be encountered, great care shall be taken by the Contractor to prevent any damage to the roots with tools or equipment All costs for removing tree roots shall be considered a subsidiary obligation of the Contractor in connection with the various items of the Work, and no measurement or payment shall be made separately for the removal of tree roots. Subsection 201.04 shall be revised as follows: Payment will be made under: Pav Item Pav Unit 201-01 Remove Bushes and Cobblestones in Planters Lump Sum The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in the Remove Bushes and Cobblestones in Planters, including — excavation, haul and disposal, complete -in -place, as shown on these plans, as specified in these specifications, and as directed by the Engineer. END OF SECTION Tednucal specifications Page 10 of 49 Downtown Enhancement Project January15,2003 REVISION OF SECTION 202 REMOVAL OF STRUCTURES AND OBSTRUCTIONS Section 202 of the Standard Specifications is hereby revised as follows: Subsection 202.01 shall include the following: The Contractor shall remove and dispose of all concrete sidewalk, curb, gutter, pavement, crosspans, driveways, inlets, irrigation structures, pipe, structures, asphalt, fence, trees, retaining walls, railings and any other obstnxcctions that are designated for removal by the Engineer. All such removals will be measured in the field, and quantities agreed to by the Contractor and the Engineer. Subsection 202.02 shall include the following: Remove Canopy and Supports — This shall consist of disassembly, saw cutting, abandoning existing electric service, and removal of a portion of the concrete foundation on the entire canopy structure at Oak Street and College Avenue. The concrete foundation for the supports shall be removed to an elevation that will allow reconstruction of the proposed sidewalk section (approximately 6"-10" below existing surface elevation). The concrete foundations will not be removed completely. All pieces of this structure will be hauled and disposed ofby the Contractor and included in the price of removal. This item shall be paid as a Lump Sum. Remove Drinking Fountain Stubs and Abandon Waterlines — This shall consist of removing any remaining pieces of an existing drinking fountain stub (drinking fountain has already been removed) and abandoning the existing'/T water service line back to the water main. The trench will be filled with flowable fill to an elevation that will allow for the proposed sidewalk/pavement section which will be included in the price for this item. This item shall be paid per each water line abandoned. Contractor shall be responsible for coordinating any necessary inspection with the City of Fort Collins Water Utility. Remove Concrete Wall 2.5' Iligh — This shall consist of removing concrete wall for planters in the median of College Ave. at Laporte Ave. and Oak Street. Removal will include footers. This item will be paid for by the Lineal Foot. Remove Flag Pole (Protect and Return to City) — This shall consist of removing the center flagpole with care so that the pole maybe reused at a later time by the City of Fort Collins Parks Department. The flag on the pole is also to be salvaged for use on the flagpole just to the South of the pole being removed and should be given to the City of Fort Collins Parks Department. Any foundation should also be removed to a depth that will allow construction of the proposed sidewalk section. This item will be paid as a Lump Sum. Materials that are designated for removal shall become the property of the Contractor, unless noted in the specifications or specified by the Engineer to be salvaged or stockpiled. It shall be the Contractor's responsibility to obtain disposal sites for all unusable material which is removed. Subsection 202.07 shall include the following: Prior to removal, concrete and/or asphalt shall be saw -cut full depth to a clean and straight vertical line. Pieces of concrete which, due to the Contractor's operations, crack or break beyond the limits of construction, shall be saw - cut, or removed to the nearest joint, and removed and replaced at the Contractor's expense. The limit of the repair will be determined in the field by the Engineer, and quantities may vary. The initial saw -cutting to remove existing concrete and/or asphalt shall be considered incidental to the Work and shall not be paid for separately under this item. Technical Specifications Page 11 of 49 Downtown Enhancement Project January 15, 2003 REVISION OF SECTION 202 REMOVAL OF STRUCTURES AND OBSTRUCTIONS Removal of concrete, asphalt and/or obstructions as described in section 202.01 beyond the limits designated by the Engineer will be the responsibility of the Contractor and will not be paid for under this section. The City Streets Department will perform asphalt milling in locations where asphalt must be removed from the concrete pavement surface. Contractor must notify the Engineer a minimum of one week prior to needing the milling operation. if, in the opinion of the Engineer, the subgrade material/base course is unsuitable and will require additional grinding and/or excavation, the Engineer will direct the Contractor to perform the work in accordance with Section 203 - Excavation. The method of work and payment are covered in the appropriate specification. All curbs, gutters and other surfaces shall be cleaned of all debris and left in a neat and presentable condition at the end of each working day. The Contractor shall use all means necessary to prevent the spread of dust and debris during the performance of the work. Where equipment comes into contact with tree branches and other plant material, the contractor shall exercise suitable caution to avoid damage to all trees, shrubs, and other plant material. All trimming shall be performed under the direction of the Engineer. Subsection 202.11 shall be revised to include the following: The Contractor and the Engineer shall field measure and agree upon the quantity to be removed before the work _ commences. Should the Contractor fail to request the Engineer to measure any work, the Contractor shall not be compensated for removal of materials that were not measured by the Engineer. Subsection 202.12 shall be revised to include the following. Payment will be made under: Pay Item 202-01 Remove Concrete Pavement 202-02 Remove Asphalt Pavement - Full Depth 202-03 Remove Concrete Sidewalk, Asphalt Sidewalk & Access Ramp 202-04 Remove Decorative Sidewalk (Concrete, Pavers) 202-05 Remove Concrete Stairway 202-06 Remove Standard Concrete Curb and Gutter 202-07 Remove Highback/Other Curb & Gutter 202-08 Remove Railings Technical Specifications Page 12 of 49 Pay Unit Square Foot Square Foot Square Foot Square Foot Cubic Foot Lineal Foot Lineal Foot Lineal Foot REVISION OF SECTION 202 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 202-09 Remove Timber Stairway 202-10 Remove Concrete Pad and Bench 202-11 Remove Concrete Driveways 202-12 Remove Canopy and Supports 202-13 Remove Drinking Fountain Stubs and Abandon Water Lines at Main Downtown Enhancement Project January 15,2003 Lump Sum Each Square Foot Lump Sum Each 202-14 Remove Concrete Wall (2.5' High) Lineal Foot 202-15 Remove Flag Pole — Protect and Return to City Each The above prices and payments shall include full compensation for famishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in the Removal of Structures and Obstructions, including saw - cutting, excavation, stock piling, haul and disposal, complete -in -place, as shown on these plans, as specified in these specifications, and as directed by the Engineer. END OF SECTION Technical Specifications Page 13 of 49 Downtown Enhancement Project January15,2003 REVISION OF SECTION 203 EXCAVATION AND EMBANKMENT Section 203 of the Standard Specifications is hereby revised as follows: Subsection 203.02 is revised to include the following: Unclassified Excavation - This shall consist of excavation of all materials on the site to final grades, excluding the bid items listed in Section 202. This item shall be measured from the plans and cross sections, and will be paid for by the cubic yard. This item shall be paid according to plan quantity. After the material has been removed to the depth specified by the Engineer, the Contractor shall prepare the subgrade by compacting with a sheepsfoot roller, — rubber tired roller and/or other compaction equipment as approved by the Engineer. The subgrade preparation shall not be measured and paid for separately, but shall be included in the contract unit price for Unclassified Excavation. The Contractor shall be responsible for the protection of the subgrade/base course until subsequent courses have been placed. Embankment (Complete in Place) - All excavated material, except the material being hauled and disposed, shall be placed as embankment and compacted, to final grades, as specified in Section 203.07. The embankment quantity was not adjusted to allow for shrinkage during compaction. This item will be measured from the plans and cross sections and will be paid for by the cubic yard. This item will be paid according to plan quantity. Haul and Disposal - This shall consist of hauling and disposing of any excess material or unsuitable fill material (Muck Excavation is not included in this item). This item will be measured from the plans and cross sections and will be paid for by the cubic yard. This item shall be paid according to plan quantity. Muck Excavation (Complete in Place) - This shall include excavation of unsuitable material, supplying and placing Class 1 or 2 Structural Backfill, Pit Run or an approved fill, re -compacting material to finish grade, and haul and disposal of unsuitable material. Muck -excavation of material from rain or weather damage will not be -- paid for and is entirely the Contractor's responsibility. This item shall be measured in the field, and will be paid for by the cubic yard. Borrow - ABC Class 5 or 6 (Complete in Place) - This shall include supplying, placing, and compacting aggregate base course as directed by the Engineer. This item will be measured in the field and paid for by the ton. This item will not be paid for as Embankment. Borrow material will only be used for fill if there is a shortage of suitable material onsite and/or as directed by the Engineer and may be used under sidewalks and median hardscaped areas. Borrow material shall meet the grading requirement for Class 1 (Pit Run) or Class 5 (Road Base) Aggregate Base Course (Page 698 of the Standard Specifications). (The Class 1 Aggregate Base Course needs not be crushed and can be of the pit run variety provided it falls within the gradation requirements as shown in the Standard Specifications.) The material required for a specific location shall be directed by the Engineer Topsoil - (stripping, stockpiling, placing) - All areas that have suitable topsoil material shall be stripped to a depth of 6 inches. This material shall be stockpiled and placed after the final grades have been established. This item shall include stripping existing vegetation, temporarily stockpiling, loading, hauling, and placing topsoil material for back of walk and curb areas, parkway areas, and other designated areas. This item shall be paid according to plan quantity. — 60/40 Mix for Medians — See Landscape Specifications contained Technical Specifications Page 14 of 49 Downtown Enhancement Project January15,2003 REVISION OF SECTION 203 EXCAVATION AND EMBANKMENT Potholing — The Contractor shall be responsible for locating electrical, gas, fiber optic, cable, telephone, traffic signal conduit and other existing utility lines and shall be performed every 100 lineal feet or as deemed necessary by the contractor. All related work, including excavation, backfilling, shoring, labor and number of hours will not be measured and paid for separately, but shall be included in the work. Repair of damaged existing utility lines caused by the Contractor will be at the Contractor's expense. Potholing will be paid as a lump sum item. Embankment and subgrade material shall be compacted to 95% of maximum density at +/- 2% optimum moisture. Maximum density shall be determined by ASTM D 698. This will apply under the roadway, curb and gutter, sidewalk, and driveways. Topsoil shall be compacted to 85% of maximum density atlor near optimum moisture. Excavation and Embankment will only be paid when a significant change in grade is required, as determined by the Engineer. Minor cuts and fills shall be considered incidental to the work, and shall not be paid separately under this section. If unsuitable subgrade is encountered and the Engineer directs the Contractor to over excavate the material, the Contractor shall use Aggregate Base Courses (Class 5 or 6), Class 1 or 2 Structural Backfill, Pit Run or an approved fill to backfill the over excavated area if there is not any acceptable material onsite. This Work will not be paid for separately but will be paid under the Muck Excavation item. The proposed material shall meet the following minimum requirements: LL Maximum: 30 PI Maximum: 6 "R" Value Minimum: 78 The minimum strength coefficient of the Aggregate Base Coarse shall be 0.11 After specified compaction has been obtained, the subgrade under the curb, gutter, sidewalk, and pavement shall be proof -rolled with a heavily loaded rubber tired roller, fully loaded water truck, or approved equal. Those areas which produce a rut depth of over one-half (1 /2) inch or which crack the subgrade after pumping and rebounding shall be ripped, scarified, wetted or dried if necessary, and re -compacted to the requirements for density and moisture at the Contractor's expense. Where unsuitable material is encountered, the Engineer may require the Contractor to remove the unsuitable materials and backfll to the finished grade with approved material. The completed subgrade shall be proof -rolled again after placement of approved material. This will be paid for at the contract unit price for Muck Excavation. The Contractor shall refer to the plans for re -grading information. This work shall include all excavation, embankment, and grading required to prepare these sites for landscaping. Subsection 203.04 is revised to include the following: The excavations and embankments shall be finished to smooth and uniform surfaces conforming to the typical sections specified. Variation from the subgrade plan elevations specified shall not be more than 0.08 feet. Technical Specifications Page 15 of 49 Downtown Enhancement Project January 15,2003 REVISION OF SECTION 203 EXCAVATION AND EMBANKMENT Subsection 203.13 is revised to include the following Payment will be made under: Pay Item Pay Unit 203-01 Unclassified Excavation CY 203-02 Embankment — CIP CY 203-03 Haul & Dispose CY 203-04 Muck Excavation — CIP CY 203-05 Borrow ABC (Class 5 or 6) —CIP Ton 203-06 Topsoil (Stockpiling & Regrading) 6" Depth CY _ 203-07 Topsoil 60/40 Mix for Medians CY 203-08 Potholing Lump Sum The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in Unclassified Excavation, Embanlanent, Haul & Dispose, Topsoil (stripping, stockpiling, placing), Muck Excavation, Borrow ABC and Median Hardscape Shaping, including without limitation, haul, stockpiling, placing of material, watering or drying soil, compaction, proof rolling, finish grading, and disposal of unusable materials, as shown on the plans and as specified in these specifications, and as directed by the Engineer. END OF SECTION Technical Specifications Page 16 of 49 Downtown Enhancement Project January 15, 2003 REVISION OF SECTION 208 EROSION CONTROL Section 208 of the Standard Specifications is hereby revised as follows: Subsection 208.05 is revised to include the following: All erosion control devices, materials, techniques, and maintenance required to prevent damage to the storm water facilities are outlined in the City of Fort Collins Stormwater Utility Storm Drainage Design Criteria and Construction Standards. All inlets shall be protected by a gravel filter as shown by Detail D-25 Curb Inlet Filter — Gravel. See Section 03000 Details, contained herein. The City of Fort Collins Stormwater Department erosion control inspector must be notified at least 24 hours prior to any construction on this site. All required perimeter silt fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc). All other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project schedule, construction plans, and erosion control report. Pre -disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance ofexisting vegetation shall be limited to the area required for immediate construction operations, and for the shortest practical period of time. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control is installed. No soils in areas outside project street rights of way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the Stormwater Department. The property shall be watered and maintained at all times during construction activities so as to prevent wind - caused erosion. All land disturbing activities shall be immediately discontinued when fugitive dust impacts adjacent properties, as determined by the City of Fort Collins Engineering Department. All temporary (structural) erosion control measures shall be inspected and repaired or reconstructed as necessary after each runoff event in order to assure continued performance of their intended function. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to cause their release into any dramageway. No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering, and perimeter silt fencing. Any soil stockpile remaining after 30 days shall be seeded and mulched. City Ordinance prohibits the tracking, dropping, or depositing of soils or any other material onto City streets by or from any vehicle. Any inadvertent deposited material shall be cleaned immediately by the contractor. Subsection 208.07 is revised to include the following: The accepted quantities will be paid for at the contract unit price Technical Specifications Page 17 of 49 Downtown Enhancement Project January 15, 2003 REVISION OF SECTION 208 EROSION CONTROL Payment will be made under: _ Pay Item Pay Unit 208-01 Erosion Control Lump Sum The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in installing and maintaining erosion control, complete -in -place, as — specified in these specifications, and as directed by the Engineer. END OF SECTION — Technical Specifications Page 18 of 49 Downtown Enhancement Project January 15, 2003 REVISION OF SECTION 210 RESET STRUCTURES Section 210 of the Standard Specifications is hereby revised as follows: Subsection 210.02 is revised to include the following: Manholes, valve boxes, meter boxes, and all other similar structures located in a pavement shall be adjusted as noted below. Prior to beginning any construction on existing streets that will receive reconstruction and/or overlay, the Contractor shall mark on the curb and gutter with paint the location of all existing structures. These markings shall be maintained by the Contractor until the work has been completed and accepted by the Engineer. The Contractor shall do all work needed to ensure that said structures can be readily adjusted and shall have all necessary materials on hand prior to commencing the work. The adjustment shall be made as noted below. All structures shall be adjusted to be 1/8" to 5/8" below the pavement. The Engineer shall determine the method of adjustment for each structure. Valve boxes within the street shall be adjusted by one of the following methods: Adjust by removing the existing pavement (concrete or asphalt), adjusting the valve by turning it to the proper grade, trimming the existing asphalt by cutting vertical edges, then spreading and mechanically compacting bituminous material. 2. If the valve box cannot be turned up or can be turned up, but not sufficiently to achieve the proper grade or if the top section of valve box is in poor condition, the Contractor shall excavate around the top section of the valve box, and remove and replace the top section with a longer section. The top section part will be provided by the City of Fort Collins. The excavation shall then be back filled with Non -Shrink backfill to the top of subgrade, and then material of the same grade and quality as the adjacent pavement shall be placed. A mix design for Non -Shrink back fill shall be submitted and approved prior to starting work. Non -Shrink backfill -- also called Flowable Fill or Unshrinkable Fill -- shall be a Portland Cement Concrete Mix. The cement shall conform to the Standard Specifications for Portland cement, ASTM C 150-85, Type UII. The minimum 24 hour strength shall be 10 psi and the maximum 28 day strength, 60 psi. The maximum aggregate size shall be one inch (1 "). The minimum slump shall be six inches (6") and the maximum, eight inches (8"). The non -shrink backfill shall be consolidated with a mechanical vibrator. 3. Adjust with adjusting rings or Screw Type Adjustable Risers. These items shall include all of the Contractor's costs to adjust the valve box and will be measured and paid for separately under "Adjust Valve Box". Valve boxes within the sidewalk shall also be adjusted in a similar manner to valve boxes in the street. Each adjustment of a valve box within the sidewalk shall include all of the Contractor's costs to adjust the valve box and will be measured and paid for separately under "Adjust Valve Box". Technical Specifications Page 19 of 49 SECTION 00100 INSTRUCTIONS TO BIDDERS Downtown Enhancement Project January15, 2003 REVISION OF SECTION 210 RESET STRUCTURES The Contractor shall exercise reasonable care while attempting to adjust the valve boxes. If the Contractor is — negligent and breaks the valve box, said valve box shall be replaced at the Contractor's expense. Adjusting rings for valve boxes shall be of the type manufactured by the Tyler Manufacturing Company or an approved equal. Valve Box Top Section, Screw Type Adjustable Risers, and Extensions shall be of the type manufactured by the Tyler Manufacturing Company, 6850 or 6860 Series, as approved by the Engineer. — Manholes shall be adjusted by one of the following methods: 1. Adjust by removing an area of pavement (concrete or asphalt) with a minimum diameter one foot (1') larger than the structure (centered on the structure) by cutting vertical edges, adjusting the manhole by grouting concrete rings and/or utilizing metal shims to raise the structure to the proper grade, then spreading and mechanically compacting bituminous material. 2. Adjust with adjusting rings. These items shall include all of the Contractor's costs of whatsoever nature in adjusting the manhole and will be measured and paid for separately under "Adjust Manhole". When the manhole adjustment is complete, the slope of the top surface of the manhole cover shall match the slope of the pavement or sidewalk in both the longitudinal and traverse directions. Any manhole cover which is unstable or noisy under traffic shall be replaced by the Contractor. If a manhole or valve box is located in an area to be patched or cold milled, it may be adjusted as part of that operation utilizing one of the methods listed in the previous paragraphs. The adjustment will be paid for under the matching item. — If the structure is adjusted during the grinding or patching operation, the Contractor shall place hot bituminous material around the structure as directed by the Engineer to insure that it will not be a hazard to vehicular traffic. The Contractor shall be responsible for immediately cleaning out all construction materials that may fall.into manholes, valve boxes, or other structures during the construction process. In the event that a structure was not properly adjusted (i.e. too high or too low), written notice will be given by the Engineer to the Contractor requiring the Contractor to make the necessary adjustments within five (5) working days. hi the event that the structure is not adjusted within said time frame, the Engineer shall have the right to engage a third party to complete the work, and to withhold the cost of such work from payments due the Contractor. The Engineer will also notify the Contractor in writing of any structures that were covered during the paving operation. The Contractor shall then have five (5) working days to make said structure accessible or will be subject to the constraints of the previous paragraph with respect to a third party completing the work. Technical Specifications Page 20 of 49 Downtown Enhancement Project January15,2003 REVISION OF SECTION 210 RESET STRUCTURES Subsection 210.04 shall include the following: The accepted quantities of Adjust Manholes, Valve Boxes, and Meter Boxes will be paid for at the contract unit price per each. Non -shrink backfill, concrete, haul and disposal will not be measured and paid for separately but shall be included in the contract unit price for each type of adjustment. Traffic Signs — Prior to commencement of any construction that will affect traffic signs of any type, the Contractor shall contact the City of Fort Collins Traffic Department and the City Project Inspector for removal of the signs. The City of Fort Collins Streets Division will remove these signs and reset all traffic signs upon project completion. Remove and Reinstall Chain Link Fence — Prior to commencement of any construction that will affect the Mason Street Pedestrian Improvements, the Contractor shall remove and store the portion of chain link fence that will be within the work limits of the improvements. This work will need to be coordinated with the City of Fort Collins. The fence will be relocated after the completion of the construction as according to the plans. All costs associated with the removal, storage, and relocation of the chain link fence will be paid for under a lump sum price. Reset Inlet Grate — This item will consist of resetting the inlet grate located within the Oak Street Plaza improvements. The item will be reset as according to plans. The final slope of the inlet grate shall match the slope of the existing curb and gutter in both the longitudinal and traverse directions. The basin of the inlet will not be adjusted. If the basin of the inlet is damaged, it will be repaired at the cost of the Contractor. The inlet grate will need to tie into the existing basin as according to City Standards. This item will be paid under Reset Inlet Grate (EA). Subsection 2 10. 10 shall include the following: Remove and Replace Steel Stairway Assembly (paint green) — This item will consist ofremoving and replacing a steel stairway assembly as according to plans. Prior to replacing the steel stairway, it shall be painted a City approved green. Any damage seen in the removal of the steel stairway assembly shall be the responsibility of the CONTRACTOR and will need to be corrected prior to placement. The steel stairway assembly shall be placed in such a manner such that it will be set with concrete poured for the adjacent walk. This item will be paid under Remove and Replace Steel Stairway Assembly (paint green) (EA). Remove Concrete Sidewalk Chase (save steel plates for reuse) — This item will consists of removing the concrete sidewalk chase in such a manner as to not damage the steel plates used in the chase. The steel plates will be salvaged and used as the steel plates in the replacement sidewalk chase. Any damage seen in the removal of the steel plates shall be the responsibility of the CONTRACTOR and will need to be corrected prior to placement. The steel plates will be placed in such a manner such that will be set with concrete. This item will be paid under Remove Concrete Sidewalk Chase (save steel plates for reuse) (EA) Relocate Bolt Down Bicycle Racks (paint green) — This item will consist of removing existing bolt down bicycle racks, storing them for the duration of the project, and relocating them at the completion of the project. The bicycle racks will be bolted to the concrete sidewalk at a location previously approved by the City. Prior to final installation, the bicycle rack will be painted with the City approved green as specified in the plans. This item will be paid per each bicycle rack relocated, and will include all costs associated with the removal and relocation ofthe bolt down bicycle rack, including painting it green that closely resembles the existing paint. The location of the bicycle rack must be approved by the Engineer prior to placement. Technical Specifications Page 21 of 49 Downtown Enhancement Project January 15, 2003 REVISION OF SECTION 210 RESET STRUCTURES Remove and Replace Glass Entryway — This item will consist of removing the glass entryway as part of the — Mason Street Pedestrian Improvement phase of the project. The glass entryway will be removed in such a manner so that it can be replaced by the Contractor once the pedestrian improvements have been completed. The glass entryway shall be reassembled according to its shop drawings. Any damage seen in the removal of the glass entryway shall be the responsibility of the CONTRACTOR and will need to be corrected prior to placement. The glass entryway shall be placed in such a way that it will be set with concrete. This item will be paid under Remove and Replace Glass Entryway (IS). Remove and Replace Tree Grates and Frames — Store for Reuse - This item will consist of removing existing tree grates and frames, storing them for the duration of the project, and relocating at locations as specified on the plans. This item will be paid per each tree grate and frame relocated. Remove and Reset Trash Receptacles - This item will consist of removing existing trash receptacles, storing them for the duration of the project, and relocating them at the completion of the project. The trash receptacles will be relocated to a location approved by the City, as specified on the plans. This item will be paid per each trash receptacle relocated. Subsection 210.13 shall include the following: -- Payment will be made under: Pay Item Pay Unit 210-01 Adjust Manhole Each 210-02 Adjust Valve Box Each 210-03 Reset Inlet Grate Each 210-04 Remove and Replace Steel Stairway Assembly (paint green) Each 210-05 Remove Concrete Sidewalk Chase (save steel plates for reuse) Each 210-06 Relocate Bolt -down Bicycle Racks (paint green) Each 210-07 Remove and Replace Glass Entryway Lump Sum 210-08 Remove & Replace Tree Grates and Frames — Store for reuse Each 210-10 Remove and Reinstall Chain Link Fence Lump Sum 210-11 Remove and Reset Trash Receptacle Each The above prices and payments shall include fiill compensation for famishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in Reset Structures, complete -in -place, including storage, non- LL shrink backfill, concrete, haul and disposal, as shown on the plans, as specified in these specifications, and as directed by the Engineer. Technical Specifications Page 22 of 49 Downtown Enhancement Project January 15, 2003 REVISION OF SECTION 212 SEEDING, FERTIIdZER AND SODDING Section 212 of the Standard Specifications is hereby revised as follows: Subsection 212.01 is revised to include the following: This work shall consist of soil preparation and firmisbing and placing blue grass sod in accordance with these specifications, accepted horticulture practice, and in reasonably close conformity with the locations and details shown on the plans or as designated. Tree protection: The Contractor shall avoid disturbance to existing tree roots during demolition and construction. The City Forester must inspect any exposed tree roots before burying, cutting or any other activity near the exposed roots. Excavation within the drip line of existing trees shall be minimized. If excavation in such areas is required, the Contractor shall consult with the City Forester 970.221.6361 before beginning the excavation. There shall be no cut or fill over a four inch (4") depth within the drip line of any protected existing tree, unless the City Forester has evaluated and approved the disturbance. Prior to and during construction, barriers shall be erected around protected existing trees. Barriers shall be of orange fencing, a minimum of four foot (4') in height, secured with metal T-posts, no closer than two feet (2') from the trunk, or one half of the drip line, whichever is greater. There shall be no storage or movement of equipment, material, debris, or fill within the fenced tree protection zone. The Contractor shall prevent the cleaning of equipment or material or the storage and disposal of waste material such as paints, oils, solvents, asphalt, concrete, motor oil, or any other material harmful to the life of a tree within the drip line of any protected tree or group of trees. No damaging attachment, wires, signs or permits may be fastened to any protected tree. Contractor shall make every effort to direct equipment exhaust away from trees. Contractor will be responsible for any damage to existing trees. Damage and appropriate compensation will be determined by the City Forester. Subsection 212.07 is revised to include the following: The measurement for payment of Sod shall be the total number of square feet of area requiring re -grading and/or re - sodding to match surrounding lawn/landscaping with new concrete grades, including soil preparation, topsoil, haul and disposal. The quantity of Tree Protection to be measured will be the actual number of trees protected, including T-posts, fence material, and installation. The quantity of Wood Mulch to be measured will be the actual square footage of mulch placed at the specified depth. Sod and wood mulch shall be placed in accordance with Section 2900, Landscape Specifications, contained herein. Technical Specifications Page 23 of 49 Downtown Enhancement Project January 15, 2003 REVISION OF SECTION 212 SEEDING, FERTILIZER AND SODDING Payment shall be made under: P4Y Item Pay Unit 212-01 Tree Protection Each 212-02 Turf Sod Square Foot 212-03 Wood Mulch (3") Square Foot The unit bid price and payment shall include full compensation for fiunishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in Seeding, Fertilizer and Sodding, complete -in -place, as shown on these plans, as specified in these specifications, and as directed by the Engineer. _. END OF SECTION Technical Specifications Page 24 of 49 Downtown Enhancement Project January 15, 2003 REVISION OF SECTION 214 PLANTING Section 214 of the Standard Specifications is hereby revised as follows: Subsection 214.01 is revised to include the following: This work shall consist of installing plant material on Mason Street as part of the pedestrian improvements. Subsection 214.03 is revised to include the following: Planting of trees and shrubs shall be in accordance with the Landscape Specifications contained herein. Subsection 214.06 is revised to include the following: The accepted quantities of planting and trees will be paid for at the contract unit price for each of the various items listed below that appear in the bid schedule. Payment for the total cost of the item will be made at the completion of the planting. Payment will be made under: Pay Item Pay Unit 214-01 Skyline Honeylocust Tree (Y Caliper) Each 214-02 Wilton Blue Rug Juniper Shrub (5 gallon) Each 214-03 Crimson Pigmy Barberry (5 gallon) Each The above prices and payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in Planting, complete -in -place, as shown on the plans, as specified in these specifications, and as directed by the Engineer. Technical Specifications — Page 25 of 49 Downtown Enhancement Project January 15, 2003 REVISION OF SECTION 304 AGGREGATE BASE COURSE Section 304 of the Standard Specifications is hereby revised as follows: Subsection 304.02 is revised to include the following: Aggregate Base Course shall meet the grading requirements for Class 5. Subsection 304.07 is revised to include the following: Aggregate Base Course will be measured by the ton at the proper moisture. Haul and water necessary to bring mixture to optimum moisture content will not be measured and paid for separately, but shall be included in the contract unit price for Aggregate Base Course. _ In some locations where muck excavation has been performed, the Engineer may direct the Contractor to place Aggregate Base Course. The minimum shall be one load. This item will be measured and paid for at the contract unit price for Aggregate Base Course. Subsection 304.08 is revised to include the following: The accepted quantities for Aggregate Base Course will be paid for at the contract unit price per ton. Payment will be made under: PAY ITEM 304-01 Aggregate Base Course Ton The above prices and payments shall include full compensation for famishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in the placement of Aggregate Base Course, complete -in -place, including haul and water, as shown on the plans, as specified in these specifications, and as directed by the Engineer. Technical Specifications — Page 26 of 49 Downtown Enhancement Project January 15, 2003 REVISION OF SECTION 412 PORTLAND CEMENT CONCRETE PAVEMENT Section 412 of the Standard Specifications is hereby revised as follows: Subsection 412.03 is revised to include the following: Concrete pavement shall conform to Class "P" concrete as specified in Subsections 601.02 and 601.03. Class" P" concrete shall have a minimum 48-hour field compressive strength of 3000 psi, and a 28-day field compressive strength of 4200 psi. The Contractor shall submit a concrete mix design for Class "P" showing and establishing the proportions of all the components. The Contractor shall be responsible for all subsequent adjustments necessary to produce the specified concrete mix. The Contractor shall submit anew mix design based on the Class "P" requirements when a change occurs in the type of cement, or sources of fly ash or aggregate. The Contractor may delete Class F fly ash and also substitute Size 67 aggregate in lieu of the larger aggregate blend for the Class "P" concrete only, upon the approval of the mix design submitted to the Engineer. The Contractor shall submit a mix design for 24 Hour High Early Concrete. This mix shall have a minimum 24- hour field compressive strength of 3000 psi, and a minimum 28-day field compressive strength of 4200 psi. This item shall be paid for by the cubic yard of concrete used. It shall include supplying, placing, curing and texturing the 24 Hour High Early Concrete. Payment for the cost of using 24 Hour High Early Concrete will be paid for by the square yard for the incremental increase in cost and will be paid only when the Engineer requires use of 24 Hour High Early Concrete. The Contractor shall also submit a mix design for 12 Hour High Early Concrete. This mix shall have a mitumum 12-hour field compressive strength of 3000 psi, and a minimum 28-day field compressive strength of 4200 psi. This item shall be paid for by the cubic yard of concrete used. It shall include supplying, placing, curing and texturing the 12 Hour High Early Concrete. Payment for the cost of using 12 Hour High Early Concrete will be paid for by the square yard for the incremental increase in cost and will be paid only when the Engineer requires use of 12 Hour High Early Concrete. No concrete shall be placed until the applicable mix design and maturity relationship has been submitted, reviewed, and approved by the Engineer. Review and approval of the mix designs by the Engineer will not constitute acceptance of the concrete. Acceptance shall be abased solely on the work conforming to the specifications and on satisfactory test results of the concrete placed on this project. In locations where concrete pavement is replaced, the new pavement shall have a minimum thickness of 8" or a thickness of l" thicker than the existing adjacent pavement slab. Existing pavement shall be saw cut to obtain a straight and neat edge for paving and shall be deep enough to cut through the entire pavement thickness. The top of the new pavement shall be even with the existing concrete pavement. The concrete shall be consolidated with a mechanical vibrator. All construction joints shall be doweled except for expansion joints and joints along existing curb and gutter. In locations where concrete pavement is being replaced, the construction joint (s) shall be constructed in accordance with the detail for "Replacing Concrete Pavement." This item will not be measured or paid for separately under the terms of this contract. Technical Specifications - Page 27 of 49 Downtown Enhancement Project January15,2003 REVISION OF SECTION 412 PORTLAND CEMENT CONCRETE PAVEMENT Subsection 412.12 is revised to include the following: Immediately following the burlap drag finish, the surface shall be given an "astroturf' drag finish Materials used for final finish shall be of such texture and weight to produce a uniform texture similar to a broom type finish. Drags shall be full width of the new pavement and maintained in acceptable condition as specified for "astroturf' drag finish. Subsection 412.13 is revised to include the following: The Contractor shall saw joints early enough to control or limit random cracking, but not too early as to create chipping along the sawed joint. Saw cutting will not be allowed between the hours of 9:00 p.m. and 6:00 a.m. or _ between 11:30 a.m. and 1:30 p.m. unless approved by the Engineer. Saw cutting joints shall be considered a subsidiary obligation to the work and will not be measured or paid for separately. If the Contractor proposed variations from CDOT M-Standards, the Contractor shall submit a pavement joint and doweling layout to the Engineer for approval. Subsection 412.17 is revised to include the following: The concrete pavement smoothness shall meet the requirements of Category 4, Class I, as shown in Table 412-1 for the Profilograph test. _ Subsection 412.18 is revised to include the following: Silicon Joint Sealant Material: Concrete joints shall be sealed with an approved silicone joint sealant material. — A copy of the manufacturer's recommendations pertaining to the application of the sealant shall be submitted to the Engineer for approval prior to the beginning of work, and these recommendations shall be adhered to by the Contractor, with such exceptions as this specification may require. The sealant material shall be applied in the joint using equipment and techniques recommended by the joint sealant manufacturer. The Engineer may elect to check for bonding or adherence to the sides of the joint. If the sealant does not bond to the joint, the Contractor shall remove the joint sealant material and clean and reseal these joints in — accordance with the criteria outlined. Backer Rod: Backer rod shall be around, heat resistant material meeting the requirements set forth by the joint sealant manufacturer. The Contractor shall submit the proposed material to the Engineer for review and approval prior to use. The backer rod shall be placed in such a manner that the grade for the proper depth of the sealant material is maintained. The depth of the sealant shall be a maximum of %4 inch. The Contractor shall thoroughly clean the joint and adjacent pavement surface for a width of not less than one inch (1 ") on each side of the joint of all scale, dirt, dust, residue or any foreign material that will prevent bonding of the joint sealant. This operation is to be accomplished by immediately flushing the joints with water after sawing. The joints shall be sandblasted after the have dried, just prior to sealing. After sandblasting, the joint shall be cleaned using compressed air with a minimum pressure of 100 psi. The sandblasting and air cleaning shall be performed on the same day as the backer rod placement and joint sealant application. Sealant shall not commence for a minimum of 24 hours after sawing or a weather event without approval of the Engineer. Technical Specifications — Page 28 of 49 Downtown Enhancement Project January 1-5% 2003 REVISION OF SECTION 412 PORTLAND CEMENT CONCRETE PAVEMENT Subsection 412.24 is revised to include the following: Payment will be made under: Pay Item Pay Unit 412.01 Concrete Pavement (10") S.Y. 412.02 Concrete Pavement (8") S.Y. 412.03 Concrete Pavement — Additional Thickness (1 ") S.Y.-inch 412.04 12 Hour High Early Concrete — Incremental Increase C.Y. 412.05 24 Hour High Early Concrete — Incremental Increase C.Y. The above prices and payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in placing concrete pavement, complete -in -place, including haul, concrete materials, finishing the surface, saw cutting the joints, curing, placing dowels, expansion, and sealing joints as shown on the plans, as specified in these specifications, and as directed by the Engineer. Technical Specifications — Page 29 of 49 Administrative Services Purchasing Division City of Fort Collins CITY OF FORT COLLINS ADDENDUM No. 3 BID #5759 DOWNTOWN ENHANCEMENT PROJECT SPECIFICATIONS AND CONTRACT DOCUMENTS Description of Bid #5759 Downtown Enhancement Project OPENING DATE: February 12, 2003, 3:00 p.m. (Our Clock) To all prospective bidders under the specifications and contract documents described above, the following changes are hereby made. 1. Paragraph 2 of Revision of Section 609, Curb and Gutter, shall be deleted and replaced with the following: " Subsection 609.02 is revised to include the following: Curb and Gutter shall conform to Class "B" concrete as specified in 601.02 and 601.03. Class "B" concrete shall have a minimum 48- hour field compressive strength of 3000 psi, and a 28-day field compressive strength of 3500 psi." 2. For clarification, all items in Section 608 may be Class "B" with the exception that the minimum 28-day compressive strength shall be 3500 psi. 3. For clarification, the cost of furnishing and placing dowels shall be included in the cost of the concrete pavement. If you have any questions please contact John Stephen, CPPB, Senior Buyers, at 970-221- 6777. RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN RECEIVED. 215 North Mason Street • 2nd Floor • P.O. Box 580 • Fort Collins, CO 80522-0580 • (970) 221-6775 • FAX (970) 221-6707 SECTION 00100 INSTRUCTIONS TO BIDDERS 1.0 DEFINED TERMS Terms used in these Instructions to Bidders which are defined in t] Standard General Conditions of the Construction Contract (No. 1910-8, 19' ed.) have the meanings assigned to them in the General Conditions. T1 term "Bidder" means one who submits a Bid to OWNER, as distinct from a sul bidder, who submits a Bid to Bidder. The terms "Successful Bidder" meal the lowest, qualified, responsible and responsive Bidder to whom OWNER (( basis of OWNER's evaluation as hereinafter provided) makes an award. T] term "Bidding Documents" includes the Advertisement or Invitation to Bic Instructions to Bidders, the Bid Form, and the proposed Contract Documen (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 t] Invitation to Bid. No partial sets will be issued. The Bidding Documen may be examined at the locations identified in the Invitation to Bid. 2.2. Complete sets of Bidding Documents shall be used in preparing Bid: neither OWNER nor Engineer assumes any responsibility for errors misinterpretations resulting from the use of incomplete sets of Biddii Documents. 2.3. The submitted Bid proposal shall include Sections 00300, 00411 00420, and 00430 fully executed. 2.4. OWNER and Engineer, in making copies of Bidding Documents availab_ on the above terms, do so only for the purpose of obtaining Bids on t] 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 mu; submit at the time of the Bid opening, a written statement qualifications including financial data, a summary of previous experienc, previous commitments and evidence of authority to conduct business in ti jurisdiction where the Project is located. Each Bid must contain eviden of Bidder's qualification to do business in the state where the Project located or covenant to obtain such qualification prior to award of t: contract. The Statement of Qualifications shall be prepared on the fo. provided in Section 00420. 3.2. In accordance with Section 8-159 of the Code of the City of Fo Collins in determining whether a bidder is responsible, the following sha be considered: (1) The ability, capacity and skill of the bidder to perfo 7/96 Section 00100 Page 1 Downtown Enhancement Project January 15, 2003 REVISION OF SECTIONS 608 SIDEWALKS, DRIVE APPROACHES, ACCESS RAMPS, SPLASHBLOCK, AND DECORATIVE CROSSWALKS Section 608 of the Standard Specifications are to be deleted and replaced with the Larimer County "Urban Area Street Standards", October 2002, except as noted herein. Monolithic hybrids of curb, gutter, sidewalk and highback vertical curb and gutter will be replaced using the same configuration as it was originally installed, unless a flaw in its engineering should become apparent. In these cases the design may be modified by the Engineer. The finished exposed surface and edging of the concrete will match as closely as possible the surface treatment of the surrounding existing concrete. The mix designs for all types of concrete to be utilized shall be determined by the Contractor and submitted to the Engineer and approved a minimum of one week prior to the beginning of construction. Cement used shall conform to the Standard Specification for Portland cement, ASTM C 150-85, AASHTO M85, Type I, — Type I/II, or Type III. Water Reducing Agents shall conform to ASTM C 494-82. — Accelerating Agents shall conform to ASTM C 494-82. Calcium Chloride shall not be utilized as an accelerating agent. The Contractor shall ha nish a load slip containing the information required by AASHTO Ml57, Section 13, Subsection 13.1 and 13.2, with each batch of concrete. In addition, the type of concrete (mix code) shall be shown on each load slip. Concrete delivered without a load slip containing complete information as specified will be subject to rejection. Curing compound shall be white pigmented liquid linseed oil based and shall conform to ASTM Specification C 309-81 Type II, Class B. The application rate for curing compound shall be 150 sq. ft./gal. for all concrete. The curing compound shall be applied immediately upon completion of the finishing. In locations where a portion of the apron and/or crosspan, the apron or crosspan only are being replaced, or a crosspan is poured in sections, the construction joint (s) shall be constructed in accordance with the detail for "Concrete Construction Joints" contained herein. This item will not be measured or paid for separately under the terms of this contract. -- Aggregate Base Course shall meet the grading requirement for Class 5 (Road Base) or Class 1 (Pit Run) Aggregate Base Course. Class 5 Aggregate Base Course shall be used in all locations where the depth is less than two feet. hi locations — where the depth is greater than two feet, both Class 1 and Class 5 Aggregate Base Course shall be used as directed by the Engineer. Restoration of landscape shall be in accordance with "Revision of Section 107 -Protection and Restoration of Property and — Landscape" found herein. The Contractor shall be responsible for the protection of the subgrade/base course until the concrete is placed. The debris immediately adjacent to a concrete repair location shall be completely cleaned up on the work day following the placement of the concrete. If required, the concrete shall be protected as stated above. Any damage caused during the _ cleanup process shall be the Contractor's responsibility. Technical Specifications — Page 30 of 49 Downtown Enhancement Project January15,2003 REVISION OF SECTIONS 608 SIDEWALKS, DRIVE APPROACHES, ACCESS RAMPS, SPLASHBLOCK, AND DECORATIVE CROSSWALKS Concrete Access Ramps w/Truncated Domes (6') - Per Detail — This item shall include all costs associated with construction of pedestrian access ramps, including borders, colored concrete, and truncated domes. Truncated domes must be provided per the detail provided in the plan set with the following exception: Truncated Domes are to be stamped on colored concrete Davis Color Tile Red. Brick pavers will not be used. This item will be measured and paid for by the square foot. Sandblasting of the street names will be provided by the City of Fort Collins. Pedestrian Refuge Islands will consist of hand forming and monolithically placing concrete for the crosswalk area and barrier curb, including the curb head for the island nose and median. The crosswalk area shall be six inches thick. The median hardscape within the refuge shall be scored colored concrete, Davis Color San Diego Buff. All labor materials, equipment and incidentals required to construct this item including the crosswalk, median cover, and curb heads, complete in place, shall be included in the unit price. This item will be measured in the field, and will be paid for by the square foot. Enhanced Concrete Crosswalks (10") — Per Detail - Stamping and Coloring Only — This shall include the cost of stamping and coloring the concrete only. The material used for the crosswalk will be paid under item 412.01 Concrete Pavement (10"). This item will also include the associated costs of placing the crosswalk during two separate pours to accommodate the two colors. The brick stamp pattern shall be Brickform Texture Mats FM-3500 Cal Weave, 24" by 24". Flowable Fill — Flowable Fill shall be a Portland Cement Concrete mix. The cement shall conform to the standard specifications for Portland Cement, ASTM C150-85, Type 1/1I. The minimum 24 hour strength shall be 10 psi, and the maximum 28 day strength shall be 60 psi. The maximum aggregate size shall be one inch. The minimum slump shall be 6 inches, and the maximum 8 inches. The Flowable Fill shall be consolidated with a mechanical vibrator. Payment of Flowable Fill shall be paid by the cubic yard, and only used when required by the Engineer. Concrete Wall 6' to 8' w/ Footer and Stucco Finish — This shall include all form work, placing concrete footers and wall, and finishing w/ stucco finish according to details (see plan set). The cost of this item will also include furnishing and installing all reinforcing steel per details in plan set. The cost of this item will also include pre -cast concrete cap that matches existing Concrete Caps on East side of Mason Street which were provided by "Fort Collins Pre -Cast" (970)-484-2112. The pre -cast concrete caps will be installed with approved epoxy. The cost of this item will also include the drainage scuppers, weep holes, under -drain system, and bituminous damproofmg (see detail in plan set). Excavation and embankment for completion of work will be paid separately as "Unclassified Excavation" and "Embankment" in Earthwork Quantities (see associated specs for details). The item "Concrete Wall 6' to 8' w/ Footer and Stucco Finish" will be paid as a Lump Sum. See Architectural Specifications for Mason Street contained herein. Concrete Wall Repair at Oak Street Plaza— This shall include all prep work (excavation, grading & compaction), form work, and placing of gray concrete to repair a portion of damaged wall at the northeast comer of the Oak Street Plaza Median. The cost of this item will also include furnishing and installing all reinforcing steel per details in plan set. The wall will be sandblast finished to match the existing wall. Concrete removal shall be paid for as "Remove Concrete Wall 2.5' High". Backfilling in the roadway and under the sidewalk will be accomplished with flowable fill and will be paid as "Flow Fill". Flow fill will be used to bring the grade up to the bottom of the existing concrete pavement in College Ave. The concrete pavement and curb will be placed monolithically against the repaired wall section and will be paid for separately as "Concrete Pavement (8" )" and "Remove and Replace Curb and Gutter (match existing)". The item "Concrete Wall Repair at Oak Street Plaza" will be paid for as a Lump Sum. Technical Specifications — Page 31 of 49 Downtown Enhancement Project January 15, 2003 REVISION OF SECTIONS 608 SIDEWALKS, DRIVE APPROACHES, ACCESS RAMPS, SPLASHBLOCK, AND DECORATIVE CROSSWALKS Concrete Median Wall at Laporte Turn Lane — This shall include all form work and placing of standard gray concrete according to the detail (see plan set). The cost of this item will also include furnishing and installing all reinforcing steel per details in plan set. All concrete removal, excavation, and backfilling will be paid separately (see removals and earthwork quantity sheet). The wall will be sandblast finished to match the existing wall. This item will be paid for by the Lineal Foot. Colored Concrete Splashblock — Including Prep Work — This shall include all prep work (excavation, grading, — compaction, and shaping of subgrade), form work and placing of colored concrete per splash block detail (see plan set). The medians will be re -landscaped after completion of the splash block by the City of Fort Collins Parks Department. It will be necessary to protect any trees in the median, but not shrubs. Activities will also need to be coordinated with the City of Fort Collins Parks Department who will be modifying the existing irrigations system for the Mountain Median. Concrete for the splashblock will be Davis Color San Diego Buff. This item will be paid by the Square Foot. Colored Driveway Crosswalk (8") — This shall include all prep work, form work and placing of Davis Color Tile Red Concrete and scoring as shown on plans at the crossing of the drive on Mason Street to the South of the New Justice Center (see plans). This item will be paid for by the Square Foot. Concrete Tree Grate Support — This shall include all prep work, form work and placement of standard gray pavement to the specifications of the tree grate detail (see detail in plan set). Care shall be taken to protect the tree, roots and irrigation system during installation. This item will be paid for per each tree grate support constructed The grates shall be paid for separately under the "New Steel Tree Grate" item. Concrete Tree Border Repair — Match Existing - This shall include all prep work, forth work and placement of standard gray concrete to repair tree grate borders so as to match existing borders. Typically the dimensions of such repairs are 6" wide by 10" deep. Care shall be taken to protect the tree, roots and irrigation system during installation. This item will be paid by the lineal foot. New Steel Tree Grate — Installed — This shall consist of furnishing a City Approved steel 5' tree grate (Neenah Foundry Co. Model R-8746-A I80 Square w/ cast iron angle frame) and installing it according to the tree grate detail in the plan set (See details in Spec Book/Plan Set). Care shall be taken to protect the tree, roots and irrigation system during installation. This item will include all materials, labor and delivery to install a tree grate system per tree. This item will be paid for per each new tree grate firrmshed and installed. Concrete Sidewalk Chase — Salvaged Steel — This shall consist of all prep work, formwork and placing of standard gray concrete for the sidewalk chase located just North of Mountain and Mason Intersection on Mason Street. The existing steel cover will be salvaged and painted to match the sidewalk (gray). The steel will be fastened to the new sidewalk chase in the same manner as it was originally installed. This item will be paid for as per each. Concrete Sidewalk Chase Extension - Including New Steel Extension — This shall consist of all prep work, formwork and placing of standard gray concrete to extend the existing sidewalk chase just south of the Justice Center on Mason Street. Care will be taken when tieing into the existing chase as to not damage it. A 4' long by 2.5' wide sidewalk chase cover and — braket hardware that matches the existing cover will be furnished, painted to match existing cover (gray), and installed by the contractor as part of this item. This Item will be paid for as a Lump Sum. Teduucat Specifications — Page 32 of 49 Downtown Enhancement Project January 15,2003 REVISION OF SECTIONS 608 SIDEWALKS, DRIVE APPROACHES, ACCESS RAMPS, SPLASHBLOCK, AND DECORATIVE CROSSWALKS Sidewalk repair— A variety of sidewalk repairs are included in the quantities shown on the bid schedule, but they are NOT shown on the plans. These locations are in the general vicinity of the project, and will be identified by the Engineer. It is also intended for these quantities to cover miscellaneous sidewalk repairs unknown at the time of the bid, but determined by the Engineer during the course of the project to be repaired by the Contractor. Pay items for these locations include, but are not limited to, Concrete Tree Grate Border Repair (6' x 6" x 10") Match Existing, Exposed Aggregate Concrete Sidewalk (4"), 8" Non-reinfoced Concrete Retaining Wall, 8" Non -reinforced Concrete Structural Slab, and Epoxy Coated Reinforcing Steel. MSE Block Retaining Wall — See Architectural Specifications for Mason Street contained herein. NOTE: Colored concrete in the median noses at the Mountain and College intersection shall be paid by the square foot under item 60"3 the Colored Concrete Sidewalk (6") item. Payment will be made under: PAY ITEM PAY UNIT 608-01 Concrete Sidewalk (6") S.F. 608-02 Concrete Sidewalk 4" S.F. 608-03 Colored Concrete Sidewalk 6" S.F. 608-04 Concrete Access Ramps w/Truncated Domes (6") Per Detail S.F. 608-05 Concrete Driveway and Approach (8") S.F. 608-06 Pedestrian Refuge Islands - see Detail S.F. 608-07 Enhanced Concrete Crosswalks 10" —Per Detail Stamping and Coloring Only S.F. 608-08 Concrete Bands —Per Detail S.F. 608-09 Concrete Stairs (6" Risers) — Per Detail C.F. 608-10 Flowable Fill C.Y. 608-11 Concrete Wall 6' to 8' w/ footer and Stucco Finish (See Detail) (Mason St.) Lump Sum 608-12 Concrete Wall Repair at Oak Street Plaza (see Detail) Lump Sum 608-13 Concrete Median Wall at Laporte Turn Lane Lineal Foot Technical Specifications - Page 33 of 49 Downtown Enhancement Project January 15, 2003 REVISION OF SECTIONS 608 SIDEWALKS, DRIVE APPROACHES, ACCESS RAMPS, SPLASHBLOCK, AND DECORATIVE CROSSWALKS - 608-14 Colored Concrete Splashblock (includes Prep Work) (see detail) S.F. 608-15 Colored Driveway Crosswalk (8") — Tile Red S.F. 608-16 Concrete Tree Grate Support Each — 608-17 Concrete Tree Grate Border Repair (6' x 6" x 10") Match Existing Lineal Foot 608-18 New Steel Tree Grate Installed (see detail) Each 608-19 Concrete Sidewalk Chase — Salvaged Steel Each — 608-20 Concrete Sidewalk Chase Extension Including New Steel Extension Lump Sum _ 608-21 MSE Block Retaining Wall - Approx 18" See Detail — CIP Lineal Foot 608-22 Exposed Aggregate Concrete Sidewalk (4") Square Foot 608-23 8" Non -reinforced Concrete Retaining Wall Square Foot Face 608-24 8" Non -reinforced Concrete Structural Slab Square Foot 608-25 Epoxy Coated Reinforcing Steel Pound Sawcutting shall be considered a subsidiary obligation of the Contractor, and shall not be measured or paid for separately under the terms of this contract. In general, Aggregate Base Course used in preparation of the subbase will not be measured and paid for separately unless approved by the Engineer. Aggregate Base Course used in areas where the subbase requires over excavation will be _ measured and paid for separately and the cost shall include excavation. The Contractor shall notify the Engineer of areas to be excavated that may require payment for Aggregate Base Course. The Engineer shall determine if payment shall be made for Aggregate Base Course. The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in Sidewalks, Curb & Gutter, Aprons, Crosspans, and Concrete Pavement, complete -in -place, including haul and disposal, as shown on the plans, as specified in these specifications, and as directed by _ the Engineer. END OF SECTION Technical Specifications - Page 34 of 49 Downtown Enhancement Project January 15, 2003 REVISION OF SECTION 608 DETECTABLE WARNINGS 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 and crosswalks at the locations shown in 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 in the plans. Domes shall be stamped colored concrete, Davis Color Tile Red. Stamps 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 in the plans. Subsection 608.06 shall include the following: Detectable warnings, including stamp, concrete color, 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 price of the ramp or crosswalk. END OF SECTION Technical Specifications — Page 35 of 49 Downtown Enhancement Project January 15, 2003 REVISION OF SECTION 609 CURB AND GUTTER Section 609 of the Standard Specifications is hereby revised as follows: Subsection 609.01 is revised to include the following: This work shall consist of the construction of cast in place Vertical Curb and Gutter (30" — see detail)), Barrier Curb (6" see refuge detail), Median Curb at Laporte (18" — see detail) , Vertical Curb and Gutter at Oak Street (42" — see detail), and Remove and Replace Curb and Gutter (Match Existing), in accordance with the details and these specifications. The unit price bid per linear foot of curb and gutter, no sidewalk, includes construction ofcurb and gutter sections, complete and in place, measured along the flow line. Removal of curb and gutter is not included in this section, but will be measured and paid separately as described in Section 202. It is the Contractor's responsibility to adequately protect their Work from damage by weather, vandalism, or other causes until such time as it is accepted by the City. Subsection 609.02 is revised to include the following: Proportioning shall conform to the requirements for Class "B" concrete as described in Section 601 with the exception the minimum 28 day compressive strength shall be 3500 psi. Subsection 609.3 is revised to include the following: Vertical Curb & Gutter (30" — See Detail) — The measurement for payment of this item shall be the actual number of linear feet of curb and gutter, complete, in place, and accepted as measured along the flowline. No measurement for payment will be made for curb and gutter replaced outside of the dimensions as shown on the Drawings, for driveway radius returns, vehicle access ramps, pedestrian ramps, inlets, or as determined by the ENGINEER. The unit price bid per linear foot shall include all of the Contractor's costs associated with placing this item. No measurement for payment shall be made for replacement of materials damaged by the CONTRACTOR in his operations. Barrier Curb (6" — See Ped Refuge Detail Page 6, Section A -A) - The measurement for payment of this item shall he the actual number of linear feet of barrier curb, complete, in place, and accepted as measured along the flowline. The barrier curb will be constructed such that 6" of curb face will be exposed after asphalt has been placed, as specified on the plans. The unit price bid per linear foot shall include all of the Contractor's costs associated with placing this item. No measurement for payment shall be made for replacement of materials damaged by the CONTRACTOR in his operations. Median Curb at Laporte (18" — See Detail) - The measurement for payment of this item shall be the actual number of linear feet of median curb, complete, in place, and accepted as measured along the flowline. The median curb will be constructed such that the exposed curb face will match the existing curb face, or as directed by the ENGINEER. The unit price bid per linear foot shall include all of the Contractor's costs associated with placing this item. No measurement for payment shall be made for replacement of materials damaged by the CONTRACTOR in his operations. Technical Specifications — Page 36 of 49 Downtown Enhancement Project January 15,2003 REVISION OF SECTION 609 CURB AND GUTTER Vertical Curb and Gutter at Oak Street (42" — See Detail) - The measurement for payment of this item shall be the actual number of linear feet of 42" vertical curb and gutter, complete, in place, and accepted as measured along the flowline. The exposed curb face will be constructed per plan, or as directed by the ENGINEER. The unit price bid per linear foot shall include all of the Contractor's costs associated with placing this item. No measurement far payment shall be made for replacement of materials damaged by the CONTRACTOR in his operations. Remove and Replace Curb and Gutter (Match Existing) - The measurement for payment of this item shall be the actual number of linear feet of curb and gutter, complete, in place, and accepted as measured along the flowline. The unit price bid per linear foot shall include all of the Contractor's costs associated with placing this item. No measurement for payment shall be made for replacement of materials damaged by the CONTRACTOR in his operations. Locations of this item will be determined by the ENGINEER and paid for under the line item "Remove and Replace Curb and Gutter (Match Existing)" per linear foot measured. Subsection 609.07 is revised to include the following: The accepted quantity of curb and gutter will be paid for at the contract unit price per linear foot. Payment will be made under: Pay Item 609-01 Vertical Curb & Gutter (30" — See Detail) Pay Unit Lineal Foot 609-02 Barrier Curb (6" - See Ped Refuge Detail Page 6 Section A -A) Lineal Foot 609-03 Median Curb at Laporte (18" —See Detail) Lineal Foot 609-04 Vertical Curb and Gutter at Oak Street (42" — See Detail) Lineal Foot 609-05 Remove and Replace Curb and Gutter (Match Existing) Lineal Foot The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all work involved in constructing vertical curb and gutter, barrier curb, median curb, complete -in -place, including haul, concrete materials, finishing the surface, saw cutting joints, curing, placing dowels, and sealing joints as shown on the plans, as specified in these specifications, and as directed by the Engineer. END OF SECTION Technical Specifications — Page 37 of 49 Downtown Enhancement Project January15,2003 REVISION OF SECTION 610 MEDIAN COVER MATERIAL Subection 610.01 is revised to include the following: This work consists of the installation of concrete and brick pavers using an epoxy adhesive on a 4" concrete base in accordance with these specifications and in conformity with the lines and grades shown on the plans. Subsection 610.02 is revised to include the following: Brick Pavers — This item will consist of brick pavers manufactured by the Pavestone Company, 9401 East 96' Avenue, Henderson, Colorado, 80640, or approved equal. Samples of the brick pavers will be submitted to the City for approval prior to construction. The pavers will conform to the following: Type ASTM C936-82 Hydraulically pressed concrete of 8000 psi minimum, 28 day strength. The fieeze/thaw requirements shall conform to Section 8 of ASTM C-67-73. Air entrainment shall be 5%-7%. Moisture content shall be 7%, with moisture absorption shall be a maximum of 5%. The model of the pavers shall be Holland and Double Holland. The nominal size of the pavers shall be: a. Type 1 Pavers: Holland 2 3/8" H x 4" W x 8"L b. Type 2 Pavers: Double Holland, 2 3/8" H x 8" W x 8" L C. Type 3 Pavers: Double Holland, 2 3/8" H x 8" W x 8" L The pavers shall be placed according to plans. Each individual paver will be adhered to a 4" thick concrete base with a City approved epoxy. Only experienced installers with a minimum of 5 years prior experience in the installation of pavers will be allowed for the paver placement. Cutting, when necessary, shall be accomplished with a double bladed splitter or a masonry saw. The saw shall be a "wet saw" type saw to inhibit dust when cutting the pavers. Pavers shall be cut such that tight spaced joints are — maintained. The unit price for this line item shall include all work associated with placing the brick pavers, including grading _ and compacting base course, the 4" thick concrete base under the pavers, and epoxy. This item will be paid under Brick Pavers (LiF). Concrete Pavers — This item will consist of concrete pavers manufactured by the Pavestone Company, 9401 East — 96a' Avenue, Henderson, Colorado, 80640, or approved equal. Samples of the concrete pavers will be submitted to the City for approval prior to construction. The pavers will conform to the following: Type ASTM C936-82 Hydraulically pressed concrete of 8000 psi minimum, 28 day strength. The freeze4haw requirements shall conform — to Section'8 of ASTM C-67-73. Air entrainment shall be 5%-7%. Moisture content shall be 7%, with moisture absorption shall be a maximum of 5%. The model of the pavers shall be Holland and Double Holland. The nominal size of the pavers shall be: _ d. Type 1 Pavers: Holland 2 3/8" H x 4" W x 8"L e. Type 2 Pavers: Double Holland, 2 3/8" H x 8" W x 8" L f. Type 3 Pavers: Double Holland, 2 3/8" H x 8" W x 8" L Technical Specifications — Page 38 of 49 Downtown Enhancement Project Janum715, 2003 REVISION OF SECTION 610 MEDIAN COVER MATERIAL The pavers shall be placed according to plans. Each individual paver will be adhered to a 4" thick concrete base with a City approved epoxy. Only experienced installers with a minimum of 5 years prior experience in the installation of pavers will be allowed for the paver placement Cutting, when necessary, shall be accomplished with a double bladed splitter or a masonry saw. The saw shall be a "wet saw' type saw to inhibit dust when cutting the pavers. Pavers shall be cut such that tight spaced joints are maintained. The unit price for this line item shall include all work associated with placing the concrete pavers, including grading and compacting base course, the 4" thick concrete base under the pavers, and epoxy. This item will be paid under Concrete Pavers (U). Subsection 610.05 is revised to include the following: Payment will be made under: Pay Item Pay Unit 610-01 Brick Pavers (4" Concrete Base) SF 610-02 Concrete Pavers (4" Concrete Base) SF The above prices and payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in placing the pavers, complete -in -place, including 4" concrete base, haul, epoxy, and materials, as shown on the plans, as specified in these specifications, and as direction by the Engineer. END OF SECTION Technical Specifications - Page 39 of 49 the contract or provide the services required, (2) whether the bidder (-- perform the contract or provide the service promptly and within the t: specified without delay or interference, (3) the character, integrit, reputation, judgment, experience and efficiency of the bidder, (4) t-1 quality of the bidder's performance of previous contracts or services, the previous and existing compliance by the bidder with laws and ordinan-, relating to the contract or service, (6) the sufficiency of the financit resources and ability of the bidder to perform the contract or provide service, (7) the quality, availability and adaptability of the materi and services to the particular use required, (8) the ability of the biddf to provide future maintenance and service for the use of the subject of t1 contract, and (9) any other circumstances which will affect the bidde. performance of the contract. 3.3. Each Bidder may be required to show that he has handled former W( so that no just claims are pending against such Work. No Bid will accepted from a Bidder who is engaged on any other Work which would impa: his ability to perform or finance this Work. 3.4 No Bidder shall be in default on the performance of any other contra( with the City or in the payment of any taxes, licenses or other monies di to the City. 4.0 EXAMINATION OF CONTRACT DOCUMENTS AND SITE 4.1. It is the responsibility of each Bidder, before submitting a Bid, (a) examine the Contract Documents thoroughly, (b) visit the site 1 familiarize himself with local conditions that may in any manner affec cost, progress or performance of the Work, (c) familiarize himself w federal, state and local laws, ordinances, rules and regulations that , in any manner affect cost, progress or performance of the Work, (d) stu< and carefully correlate Bidder's observations with the Contract Documen" and (e) notify Engineer of all conflicts, errors or discrepancies in Contract Documents. 4.2. Reference is made to the Supplementary Conditions for identificat of: Subsurface and Physical Conditions SC-4.2. 4.3. The submission of a Bid will constitute an incontroverti'- representation by Bidder that Bidder has complied with every requirement this Article 4, that without exception the Bid is premised upon performil and furnishing the Work required by the Contract Documents and such mean methods, techniques, sequences or procedures of construction as may indicated in or required by the Contract Documents, and that the Contra, Documents are sufficient in scope and detail to indicate and cony( understanding of all terms and conditions for performance and furnishing the Work. 5.0 INTERPRETATIONS AND ADDENDA. 5.1. All questions about the meaning or intent of the Bidding Documents are 7/96 Section 00100 Page 2 Downtown Enhancement Project January15,2003 REVISION OF 613 ELECTRICAL SLEEVING Section 613 of the Standard Specifications is hereby revised as follows: Subsection 613.01 is revised to include the following: Electrical Sleeving (2" PVC) - This work shall consist of furnishing and installing 2" PVC conduits for the pedestrian lighting on Mason Street, the proposed bus shelter at Oak Street Plaza and the "Art in Public Places" display at the Oak Street Plaza Median. The sleeving will be installed 2' below the bottom of proposed sidewalk elevations and will be installed prior to sidewalk construction. The sleeve in the Oak Street Median will need to either go through an existing planter wall (10" thick) or under the planter wall and tie in to an existing electric vault (will consult with City of Fort Collins Light and Power at time of construction). This item will also include all elbows and PVC cement required to complete the work. All electrical wiring will be done by others. This item will be paid for by the Lineal Foot. Install Light Pole, Pedestal, and Fixture per Detail — This work shall consist of furnishing and installing the pedestrian lighting assemblies on Mason Street according to the provided detail. The work shall include forming — and placing concrete foundations, attaching light poles w/ decorative base and lighting fixtures on the poles. All electrical wiring will be done by others. This item will be paid per each light pole furnished and installed. The light pole shall be of the type and model described on the plans, or approved equal. See Architectural _ Specifications for Mason Street contained herein. It is the Contractor's responsibility to adequately protect their Work from damage by weather, vandalism, or other causes until such time as it is accepted by the City. If traffic control devices are used to protect the work, they shall not be paid for separately, but shall be included in the work. Subsection 613.11 is revised to include the following: Payment will be made under: Pay Item Pay Unit 613-01 Electrical Sleeving (2" PVC) Lineal Foot 613-02 Install Light Pole, Pedestal, and Fixture per Detail (To be Wired by Others) Each Technical Specifications — Page 40 of 49 Downtown Enhancement Project January 15, 2003 REVISION OF 619 WATER LINES Section 619 of the Standard Specifications is hereby revised as follows: Subsection 619.01 is revised to include the following: This work shall include installing ductile iron pipe (DIP), Copper Pipe, gate valves, tees, bends, tapping saddles, plugs, reaction blocks and joining to existing lines and other items as shown on the plans and as designated by the Engineer. This work shall meet the requirements of the current City of Fort Collins Water Utilities Standard Construction Specifications. It shall be the Contractors responsibility to purchase and familiarize themselves with these specifications. All work associated with installing the water lines that is NOT itemized in the bid tab shall be considered incidental to the work and will not be paid for separately. This includes, but is not limited to excavating and backfillmg, valve boxes, plugs, thrust blocks, bedding materials, poly -wrap, chlorinating, pressure testing and all materials incidental to completing the installation and connections to existing water lines. Subsection 619.05 is revised as follows: Payment will be made under: Pay Item Pay Unit 619-01 Extension of/T Copper service with Water Valve Lump Sum Technical Specifications — Page 41 of 49 Downtown Enhancement Project January15,2003 REVISION OF SECTION 622 REST AREAS AND BUILDINGS Subsection 622.01 is revised to include the following: This work consists of assembling and installing a bus shelter at the College and Oak Street site, and installing pedestrian benches on Mason Street in accordance with these specifications and in conformity with the lines, grades, dimensions and details shown on the plans or contained herein. Subsection 622.02 is revised to include the following: Assemble and Install Bus Shelter — This shall include assembly and installation of a bus shelter for the City of Fort Collins Transfort Department. The Shelter will be provided by the City of Fort Collins. The shelter will be assembled with care so as not to damage the glass or hardware. After assembly, the shelter will be bolted down into concrete at the proposed location shown on plan set. This item will be paid per each shelter assembled and installed. See Section 03000, Details for shelter installation instructions. Install Pedestrian Bench — The Contractor will be responsible for fiunishing and installing all benches as according to the plans. The benches to be furnished are Timberform "Renaissance" Model 2802-6, or approved equal, all steel, 6' long bench seats with arms fabricated from square steel tubing and flat steel straps, powder - coated with manufacturer's standard polymeric urethane finish, color as selected by the Architect This item will be paid per each bench famished and installed. Subsection 622.05 is revised to include the following: Contractor shall protect all painted surfaces from cracking or chipping during storage, assembly and installation. Use blankets, tarps, etc. to protect painted surfaces while handling and storing. Do not accept materials damaged during shipping. Damaged parts shall not be accepted. If minor repairs are required it shall be at the direction of — the Engineer whether the items are acceptable. Verify proper operation of all equipment prior to acceptance. Contractor shall be responsible for proper operation of all materials. Fasten shelters and benches in place per the manufacturers instructions or as approved by the City representative. Install shelters and benches in locations shown on the layout plans. The City's representative shall approve the — final location of the shelters and benches prior to fastening them in place. Subsection 622.28 is revised to include the following: Payment will be made under: Pay Item Pay Unit 622-01 Furnish and Install Pedestrian Bench Each 622-02 Assemble and Install Bus Shelter Each 622-03 Install Railing for Mason Street Pedestrian Improvements Lump Sum The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in assembling and installing bus shelters, furnishing and installing pedestrian benches, complete -in -place, as specified in these specifications, and as directed by the Engineer. Technical Specifications - Page 42 of 49 Downtown Enhancement Project January 15, 2003 REVISION OF SECTION 623 IRRIGATION Section 623 of the Standard Specifications is hereby revised as follows: Subsection 623.14 is revised to include the following: Irrigation shall be placed in accordance with Section 2810, Irrigation Specifications, contained herein. Subsection 623.33 is revised to include the following: Payment will be made under: Pay Item 623-01 Irrigation for Mountain Avenue Pay Unit Mid -block Crossing (Excluding Medians) Lump Sum 623-02 Irrigation for Mason Street Pedestrian Improvements Lump Sum 623-03 Irrigation for Laporte Median Lump Sum The above prices and payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in Irrigation, complete -in -place, as shown on the plans, as specified in these specifications, and as directed by the Engineer. Technical Specifications — Page 43 of 49 Downtown Enhancement Project January15,2003 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Section 630 of the Standard Specifications is hereby revised as follows: Subsection 630.15 shall be revised as follows: This work shall consist of famishing, installing, moving maintaining and removing temporary traffic signs, advance warning arrows panels, barricades, channelizing devices, and delineators as required by the latest revision of the "Manual on Uniform Traffic Control Devices for Streets and Highways" (MUTCD), the City of Fort Collins' "Work Area Traffic Control Handbook", June 1989 with Revisions dated May 29, 1991, and the City of Fort Collins' "Design Criteria and Standards for Streets, Subsection 1.4, "Barricades, Warning Signs, Signal Lights", July,1986. in the event of a conflict between the MUTCD criteria and the City's criteria, the City's criteria shall govern. When a device is not in use, the Contractor shall remove it from the project for the period it is not needed. Devices temporarily not in use shall, as a minimum, be removed from the area. Moving will include devices removed from the project and later returned to use. Payment shall be made for the maximum number of each type oftraffic control — device being used at one given time per day. Traffic control devices shall be placed and/or stored in the City right-of-way in such a manner that minimizes the _ hazards to pedestrians, bicyclists and vehicles. Traffic control devices shall be removed from the site immediately upon completion of the work for any street(s). Subsection 630.16 shall include the following: All traffic control devices placed for this project must meet or exceed the minimum standards set forth in the MUTCD. All traffic control devices shall be clean and in good operating condition when delivered and shall be maintained in that manner on a daily basis. All traffic control devices shall be clearly marked and free of crossed out information or any other form of defacement that detracts from the purpose for which they are intended (i.e. crossed out information, information written in long -hand style, etc.) Additionally, any sign blank with sign faces on both sides must have the back sign face covered when in use to _ avoid confusion to motorists traveling in the opposite direction and other potentially affected parties, such as residents affected by any information the sign may present. Subsection 630.20 shall be revised as follows: Traffic control through the construction areas is the responsibility of the Contractor. For all locations, a Traffic Control Plan shall be prepared. The Traffic Control Plans shall be on City supplied forms. The Traffic Control Plans shall be submitted for approval to the Engineer by 12:00 noon, two working days prior to the commencement of work. (Note: Traffic Control Plans for work done on Monday and Tuesday shall be submitted the previous Friday by 9:00 a.m.) All plans shall be delivered to City Engineering, 281 North College Avenue. Facsimiles of plans shall not be allowed. No phase of the construction shall start until the Traffic Control Plan has been approved. Failure to have an approved Traffic Control Plan shall constitute cause for the City to stop work, as well as the Contractor's forfeiture of payment for all work and materials at that location, with no adjustment in the contract time. Technical Specifications — Page 44 of 49 Downtown F,nhancement Project January 15, 2003 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL The Traffic Control Plan shall include, as a minimum, the following: (1) A detailed diagram which shows the location of all sign placements, including advance constriction signs (if not previously approved) and speed limit signs; method, length and time duration for lane closures, and location of flag persons. (2) A tabulation of all traffic control devices shown on the detailed diagram including, but not limited to: construction signs; vertical panel; vertical panel with light; Type I, Type II, and Type III barricades; cones; drum channelizing devices; advance warning flashing or sequencing arrow panel. Certain traffic control devices may be used for more than one operation or phase. However, all devices required for any particular phase must be detailed and tabulated for each phase. (3) Number of flaggers to be used. (4) Parking Restrictions to be in affect. Approval of the proposed method of handling traffic is intended to indicate those devices for which payment is to be made. Such approval does not relieve the Contractor of liability specifically assigned to him under this contract. Parking Restriction Plans shall be submitted and approved which show the location and quantity of "NO PARKING" signs, the date to be placed, and the date to be removed. The plans shall be prepared on City supplied forms. The Parking Restriction Plans shall be submitted to the Engineer by 12:00 noon, two working days prior to the commencement of work. (Note: Parking Restriction Plans for work done on Monday and Tuesday shall be submitted the previous Friday by 9:00 a.m.) All plans shall be delivered to City Engineering, 281 North College Avenue. Facsimiles of plans shall not be allowed. No phase of the construction shall start until the Parking Restriction Plan has been approved. Failure to have an approved Parking Restriction Plan shall constitute cause for the City to stop work, as well as the Contractor's forfeiture of payment for all work and materials at that location, with no adjustment in the contract time. Subsection 630.21 shall be revised as follows: -- Traffic Control Management shall be performed by a Traffic Control Supervisor (TCS). The TCS(s) shall possess a current American Traffic Safety Services Association (ATSSA) certification as a Worksite Traffic Control Supervisor or Colorado Contractor's Association (CCA) certification as a Traffic Control Supervisor. (Proof of certification shall be presented to the City Traffic Control Manager, and when requested by a City representative, for each TCS utilized on this project.) One TCS shall be designated as the Head TCS. The Head TCS shall have a minimum of one year experience as a certified TCS. The Head TCS shall be on site at all times during the construction. Qualifications shall be submitted to the Engineer for approval a minimum of one week prior to commencement of the work. The TCS shall be equipped with a cellular phone. The cost of this phone shall be incidental to the day or hour pay unit for TCS. It is the intent of the specifications that the Head TCS be the same throughout the project. If the Head TCS is to be replaced during the project, the Engineer shall be given a minimum of one (1) weeks notice and qualifications shall be submitted for approval for the replacement. Technical Specifications — Page 45 of 49 Downtown Enhancement Project January15,2003 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL The Head TCS will be paid for under the TCS item. The TCS's duties shall include, but not be limited to: (1) Preparing, revising and submitting Traffic Control Plans as required. (2) Direct supervision of project flaggers. (3) Coordinating all traffic control related operations, including those of the Subcontractors and suppliers. (4) Coordinating project activities with appropriate police and fire control agencies, Transfort, school _ districts and other affected agencies and parties prior to construction. Typed hand delivered notification to all businesses and residents at least 24 hours prior to construction. (The notification of residents and businesses may be accomplished by a representative of the TCS.) (5) Maintaining a project traffic control diary which shall become part of the City's project records. (6) Inspecting traffic control devices on every calendar day for the duration of the project. — (7) Insuring that traffic control devices are functioning as required. (8) Overseeing all requirements covered by the plans and specifications which contribute to the convenience, safety and orderly movement of traffic. (9) Flagging. — (10) Setting up traffic control devices. Notification of residents and businesses shall be the responsibility of the TCS and shall consist of distributing letters indicating the nature of the work to be completed, any special instructions to the residents (i.e. limits on lawn watering during concrete pouring, etc.), the dates and times of the work, and the parking and access restrictions that will apply, as well as thorough information placed on "NO PARKING" signs. Sample letters will be provided by — the Engineer and shall be distributed prior to the commencement of each phase of the work. Letters shall be submitted with the Traffic Control Plans for approval. Approved letters shall be distributed a minitnum of 24 hours prior to the commencement of work. (Note: The time frame criteria for distributing letters is the same as for _ posting "NO PARKING" signs.) The cost for preparing and distributing the letters shall be included in the cost for TCS. Traffic control management shall be maintained on a 24 hour per day basis. The Contractor shall make — arrangements so that the Traffic Control Supervisor or his approved representative will be available on every working day, "on call" at all times and available upon the Engineer's request at other than normal working hours. The TCS's will be paid only for days the Contractor works, and as directed by the Engineer. On weekends and other days the Contractor is not working, the TCS will not be paid. Time spent maintaining signs on the weekends, holidays, bad weather days, and other days the Contractor does not work shall be included in the unit prices for the equipment. Time spent setting up equipment, modifying equipment, and maintaining equipment shall be included in the unit prices for the equipment. Technical specifications — Page 46 of 49 Downtown Enhancement Project January15,2003 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL All traffic control devices shall be placed under the supervision of a Traffic Control Supervisor. The Traffic Control Supervisor shall have up to date copies of the City of Fort Collins' "Work Area Traffic Control Handbook", and Part VI of the MUTCD, pertaining to traffic controls for street and highway construction, available at all times. Subsection 630.23 shall be revised as follows: Variable Message Boards are intended for use on College Avenue as shown on the traffic control plans, or as directed by the Engineer. Jersey Barrier — This work shall include placing and maintaining jersey barrier to protect pedestrians that are detoured into College Avenue at the Oak Street work site. One pedestrian crossing across College Avenue at Oak Street shall be maintained at all times and will include tapered end sections at both ends of the work zone and at the pedestrian access points. Quantities to be measured for construction traffic control devices shall be the number of units of the various sizes and descriptions listed below: Construction Traffic Signs: Size A Signs - 0.01 to 9.00 Square Feet Size B Signs - 9.01 to 16.00 Square Feet "NO PARKING" Sign with Stand will be measured and paid for separately and not included in the item for Size A Signs. "NO PARKING" Sign with Stand shall consist of a metal sign attached to a device (stand) such as a Vertical Panel or Type I Barricade. The sign material and stand shall be approved by the Engineer. The sign material and stand will not be measured and paid for separately but shall be included in the Contract Unit Price for "NO PARKING" Sign with Stand. The cost for "NO PARKING" Sign with Stand shall include delivery, rental, setup, modification, maintenance, and pickup. "NO PARKING" signs must remain in place until the street is open to traffic. The "NO PARKING" signs shall be in effect for one or two days only. Traffic channelizing devices consisting of vertical panel, cones, or drum channelizing devices will be measured by the unit. Barricade warning lights shall be measured and paid for separately if approved by the Engineer. Advance Warning Flashing or Sequencing Avow Panels will be measured by the unit. The number of Traffic Control Supervisors shall be approved by the Engineer prior to each days work. The quantity to be measured for Traffic Control Supervisor will be the number of authorized days performed by the Traffic Control Supervisor or his approved representative. An authorized day shall be any day, or portion of a day, authorized by the Engineer, that construction operation would require a Traffic Control Supervisor. "On Call" and project inspections on all other days will not be measured and paid for separately but shall be included in the work. The cost for setting up equipment, modifying equipment, and maintaining equipment (not including "NO PARKING" Sign with Stand) during authorized days shall be included in the Contract Unit Price for Traffic Control Supervisor per day. Technical Specifications - Page 47 of 49 Downtown Enhancement Project January 15, 2003 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL If a TCS(s) is used for an authorized day, but not for the entire day, the TCS shall be paid at the Contract Unit Price for "Traffic Control Supervisor" at the per hour rate. The quantity to be measured for flagging will be the total number of hours that flagging is actually used as _ authorized Hours of flagging in excess of those authorized shall be at the Contractor's expense. Flagger breaks shall be included in the Contract Unit Price for Flagging. The method for covering flagger breaks shall be approved by the Engineer. Flagging outside of the construction work hours will not be paid for under the terms of this contract unless authorized in writing by the Engineer. Flagger stand-by time will not be paid for under the terms of this contract. In locations where traffic control is set up and the work is not performed due to Contractor caused delays, the traffic control shall not be paid for under the terms of this contract. The costs for advance warning "NO PARKING" signs for periods in excess of 24 hours prior to the advancement of work, including those instances when said signs have been changed or otherwise updated to reflect current schedules, will not be paid for under the terms ofthis contract unless authorized by the Engineer in writing. In addition, the Owner shall deduct from compensation due the Contractor $10.00 for each traffic control device per day for said conditions, including "NO PARKING" signs and any signs which are not removed from the site immediately upon completion of the work. Subsection 630.24 shall be revised as follows: The cost for Traffic Control Devices, not including "NO PARKING" Sign with Stand, shall include delivery, rental, and pickup. The cost for setting up equipment, modifying equipment, and maintaining equipment will be paid for — under the Contract Unit Price for TCS as described above. The cost for "NO PARKING" Sign with Stand shall include delivery, rental, setup, modification, maintenance, and _ pickup. Payment shall be full compensation for famishing, erecting, maintaining, moving, removing and disposing of construction traffic control devices necessary to complete the work All construction traffic control devices which — are not permanently incorporated into the project will remain the property of the Contractor. The accepted quantities will be paid for at the contract unit price for each of the pay items listed below Pav Item Unit 630-01 "NO PARKING" Sign with Stand Per Day Per Each 630-02 Vertical Panel without Light Per Day Per Each 630-03 Type I Barricade without Light Per Day Per Each 630-04 Type II Barricade without Light Per Day Per Each 630-05 Type III Barricade without Light Per Day Per Each Technical specifications — Page 48 of 49 Downtown Enhancement Project January15,2003 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL 630-06 Size "A" Sign with Stand Per Day Per Each 630-07 Size "B" Sign with Stand Per Day Per Each 630-08 Size "A" Specialty Sign -Cost of Manufacturing Each 630-09 Size B Specialty Sign - Cost of Manufacturing Each 630-10 Cone with Reflective Strip Per Day Per Each 630-11 SafetyFence Per Day Per Roll 630-12 Light - Steady Bum/Flashing Per Day Per Each 630-13 Advance Warning Flashing or Sequencing Arrow Panel Per Unit Per Day 630-14 Variable Message Board Per Unit Per Day 630-15 Jersey Barrier Per Unit Per Day 630-16 Traffic Control Supervisor Per Day 630-17 Traffic Control Supervisor Per Hour 630-18 Flagging Per Each Per Hour The initial manufacturing will be paid for Specialty Signs per unit and the actual use paid for under the appropriate unit cost for Size A or Size B sign. This item shall apply to new signs only. Once manufactured, they may be used throughout the project. Upon completion of the work, the Specialty Signs shall be returned to the Contractor. Flagger hand signs will not be measured and paid for separately, but shall be included in the work. The flaggers shall be provided with electronic communication devices when required. These devices will not be measured and paid for separately, but shall be included in the work. The cost of batteries, electricity and/or fuel for all lighting or warning devices will not be paid for separately but will be considered subsidiary to the item. Sand bags will not be measured and paid for separately, but shall be included in the work. The Contractor may provide larger construction traffic signs than those typically used in accordance with the MUTCD, if approved; however, payment will be made for the typical panel size. The City shall not be responsible for any losses or damage due to theft or vandalism END OF SECTION Technical Specifications — Page 49 of 49 be submitted in writing to the Engineer and the OWNER. Interpretation c clarifications considered necessary in response to such questions will 1 issued only by Addenda. Questions received less than seven days prior - the date for opening of the Bids may not be answered. Only questioi answered by formal written Addenda will be binding. Oral and otht interpretations or clarifications will be without legal effect. 5.2. All questions concerning the scope of this project should be direct. to the Engineer. Questions regarding submittal of bids should be direct, to the City of Fort Collins' Purchasing Division. 5.3. Addenda may also be issued to modify the Bidding Documents as deem, advisable by OWNER or Engineer. 5.4. Addenda will be mailed or delivered to all parties recorded by t: OWNER as having received the Bidding documents. 6.0 BID SECURITY 6.1. Each Bid must be accompanied by Bid Security made payable to OWNER the amount stated in the Invitation to Bid. The required security must in the form of a certified or bank cashier's check payable to OWNER or Bid Bond on the form enclosed herewith. The Bid Bond must be executed by surety meeting the requirements of the General Conditions for surety bond 6.2. The Bid Security of the successful Bidder will be retained until su Bidder has executed the Agreement and furnished the required contra security, whereupon Bid Security will be returned. If the successf Bidder fails to execute and deliver the Agreement and furnish the requir contract security within 15 days of the Notice of Award, OWNER may ann the Notice of Award and the Bid Security of that Bidder will be forfeite The Bid Security of other Bidders whom OWNER believes to have reasonab chance receiving the award may be retained by OWNER until the earlier the seventh day after the effective date of the Agreement or the thirt first day after the Bid Opening, whereupon Bid Security furnished by su Bidders will be returned. Bid Security with Bids which are not competiti 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 substantially complete and also completed and ready for Final Payment (t 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 equipme 7/96 Section 00100 Page 3 SECTION 02500 QUANTITY ESTIMATE The Downtown Enhancement Project includes several small sites in the downtown area. The bulk of the work includes removal and/or installation of concrete pavement, concrete sidewalk, colored and stamped concrete crosswalks, pedestrian access ramps, decorative pavers, tree grates, pedestrian lights, irrigation, retaining walls, pedestrian refuges, and the associated vehicle and pedestrian traffic control as required. Specific locations are described herein, however, additional quantities are included in the Bid Schedule for locations not yet identified at the time of the bid All quantities stipulated in the Bid Schedule at unit prices are approximate and are to be used only as a basis for estimating the probable cost of the Work and for the purpose of comparing the bids submitted to the Work. The basis of payment shall be the actual amount of materials furnished and Work done. Contractor agrees that he will make no claim for damages, anticipated profits, or otherwise on account of any difference between the amount of Work actually performed and materials actually furnished and the estimated amount therefor. 02500 FOR INFORMATION ONLY Quantity Estimate DOWNTOWN ENHANCEMENT PROJECT 02500 FOR INFORMATION ONLY Quantity Estimate DOWNTOWN ENHANCEMENT PROJECT 02500 FOR INFORMATION ONLY Quantity Estimate DOWNTOWN ENHANCEMENT PROJECT 02500 FOR INFORMATION ONLY Quantity Estimate DOWNTOWN ENHANCEMENT PROJECT 02500 FOR INFORMATION ONLY Quantity Estimate DOWNTOWN ENHANCEMENT PROJECT I— 12ontrect Bond I LS I I 1.00 I 626-01 Mobilization LS 1.00 SECTION 03000 DETAIIS INDEX OF DETAILS Bus Shelter Assembly Instructions Curb Inlet Filter - Gravel ............... Tree Grate — Neenah Foundry........ Downtown Enhancement Project January 15, 2003 .............................................Page 1-14 .............................................Page 15 ........................................Page 16 TOLAR MANUFACTURING COMPANY INC 258 MARIAH CIRCLE CORONA, CA 92879 13' BUS STOP SHELTER WITHOUT ADVERTISING BOX INSTALLATION INSTRUCTIONS FOR WESTERN STATES ENGINEERING OCEANSIDE, CA Instructions 13 Oceanside 8952.doc 1 !� \ _ � \ � � Instr\DravAng kElev ationA_kLow omm &2 m e sue_ @: Instructions O Oceanside @s2a 2 ANCHORING INSTRUCTIONS AND SPECIFICATION TABLE Anchors Provided: Where Used: HIM Kwik Bolt 11 1 Zinc 1 1/2" x 4 l/2" Shafer Post Shoe 1. Hammer drill a hole the same nominal diameter as the Kwkk Bolt, with or without the fbdure in place -the Kwik Bolt II works in a "bottomless" hole. Note: hole in baseplate must be 1 /16" —118" larger than nominal anchor diameter. 3. Drive the Kwik Bolt II far enough into the hole so that at least sbr threads are below the top surface of the fixture. A 2 lb. Hammer is recommended to drive anchor into the concrete. 2. Clean hole with Wow out bulb as shown or similar. 4. Tighten to the recommended torque value with a torque wrench or, if torque wrench is not available, 2 or 3 tuns from the finger tight position to achieve proper anchor setting. Setting Details KB II 318" KB 11'%" KB 11 518" KB 11 %" BD = D drill bit size = anchor diameter 3W 'W 518" 3/4" E depth of embedment (minimum/standard) 1-W / 2-1/2" 2-1/4" / 3-1/2" 2-3/4" / 4" 3-1/4" 14-3/4" HD hole depth E + D minimumistandard 2" / 2-7/8" 2-3/4" 147 3-3/8" / 4-518" 4" / 5-1/2" L anchor length minimum/maximum 2-1/4" 17" 2-3W l7' 3-W4" / 10" 4-1/2" / 12" TL thread length standardlextra 7/8" / 1-1 /8" / 4" 1-1 /4" / 4" 1-1 /2" / 3-1/2" / 4-1 /2" 1-1/2"/ 3-1/2"/ 4- DC wedqe clearance hole 7/16" 9/16" 11 /16" 13/16' M installation Torque ft.lb. stainless steel min. E 20 30 40 75 85 110 150 200 aid. E guide values carbon steel min. E 20 30 40 65 85 110 150 235 std. E MT minimum base material thickness in. 3" or 1.3E whichever number is greater UTolar\sys\Engineering\MSOFFICE\Wordlnstall InstrlText blocks\Ins Anchor SpecsWifi Kwik Bolt 01.doc Instructions 13 Oceanside 8952.doc 3 described on the Drawings or specified in the Specifications with�- consideration of possible substitute or "or equal" items. Whenever it indicated on the Drawings or specified in the Specifications that substitute or "or equal" item of material or equipment may be furnished s used by CONTRACTOR if acceptable to Engineer, application for sl acceptance will not be considered by Engineer until after the "effect-, date of the Agreement". The procedure for submittal of any suc application by CONTRACTOR and consideration by Engineer is set forth in General Conditions which may be supplemented in the General Requiremen4 10.0 SUBCONTRACTORS, SUPPLIERS AND OTHERS 10.1. Each Bidder shall submit at the Bid opening to OWNER a list principal subcontractors he proposes to use in the Work. Refer to Sectic 00430 contained within these Documents. 10.2. If OWNER or Engineer after due investigation has reasonab] objection to any proposed Subcontractor, either may, before the Notice — Award is given, request the apparent successful Bidder to submit acceptable substitute without an increase in Bid price. If the apparer successful Bidder declines to make any substitution, OWNER may award tY contract to the next lowest responsive and responsible Bidder that propo to use acceptable subcontractors. Subcontractors, suppliers, other pers or organization listed and to whom OWNER or Engineer does not make writte objection prior to the giving of the Notice of Award will be deer — acceptable to OWNER and ENGINEER subject to revocation of such accepta: after the effective date of the Agreement as provided in the GenerE Conditions. 10.3. CONTRACTOR shall not be required to employ any subcontract+__ supplier or other persons or organizations against whom he has reasonab] objection. The use of subcontractors listed by the Bidder and accepted` OWNER prior to the Notice of Award will be required in the performance the Work. 11.0 BID FORM. 11.1. A copy of the Bid Form is bound in the Contract Documents which m� be retained by the Bidder. A separate unbound copy is enclosed submission with the Bid. 11.2. Bid Forms must be complete in ink or typed. All lump sum prices_z the form must be stated in words and numerals; in case of conflict, wo. will take precedence. Unit prices shall govern over extensions of sums. 11.3. Bids by corporations must be executed in the corporate name by president or a vice-president (or other appropriate officer accompanied evidence of authority to sign) and the corporate seal shall be affixed ar attested by the secretary or an assistant secretary. The corporate addrF and state of incorporation shall be shown below the corporate name. 7/96 Section 00100 Page 4 ROOF PANEL INSTALLATION 1. There is a film on both sides of the Lexan panel. Examine the panel and note which surface is to be faced externally. Remove film from both sides of Lexan panel. Install edge into groove as shown in Fig 1(Page 5). Press the panel over the top and into groove on opposite side. There should be a 1/2" gap between panels. Press down firmly _ so the panel contacts the roof bow at its top. 2. See Fig 2(Page 6). Place the pressure bands with the two rubber bulb seals over the center joints. There can be a short gap at either end. Use the TEKS screws #14 x 1 1/4"(3 per bow) & #14 x 1 1/211(2 per bow) to secure the pressure rib to the roof bow. The TEKS screw is self -drilling and tapping. A 3/8" nut driver with suitable power tool should be used. PROCEDURE: 1. Install center screw first -be sure band is centered. Use the #14 x 1 1/4" TEKS screw. 2. Install next screws down; use the #14 x 1 1/4" TEKS screws. 3. Press band down and install bottom screws, use the _ longer #14 x 1 1/2" TEKS screws. 3. See Figure 3(Page 7). Slip the 55" long rubber J-channel over one edge of the curved 3" wide band. This band is used at each end of the roof. The edge of the band without the J-channel will be aligned to the outer edge of the last bow and on top of the 1/4" square bead. Use 5 of the TEKS screws per each of these bands. PROCEDURE: 1. Install center screw first -be sure band is centered. Use the #14 x 1 1/4" TEKS screw. 2. Install next screws down; use the #14 x 1 1/4" TEKS screws. 3. Press band down and install bottom screws, use the longer #14 x 1 1/2" TEKS screws. Instructions 13 Oceansidc 8952.doc 4 V) LJ a C� V) S :E U LJ J = S �3~ O LLJ i Z ~ q U IY LA LJ p LALJx �Qw J L7LJpq zz >�� 0 LJ Q Q�x LJ W LJ J U Q o�LL LLo� M L� () O x 0 IY IZ a_ Q J OW Z (Yl Q z p x O LLI rl/ J Q LJ Q C3 Q z LJ LL 0 0 l l \Windows Meta Files\Roof Panels\Low Dome\Lexan\Fig1 wmf ..\..\..1.\..\ \ WutoCAD2000\lnstallations Plots\Fig1 dwo G:\EngineeringWSOFFICE\Word\lnstall Instr\Drawing Biocks\Ins Roof PanelsUns Low DomeUns LD LexanTig 1.doc Instructions 13 Oceanside 8952.doc 5 F- 3 � � W W J PU J W HI Q Q N Q Z Cu LJ F— () 3 Lj OD z v� m M l7 Z Q !, a w n F— O LD pq F— J O' Q W CD D La Q W � r W J H J Z U w w ^ U Q N V w Li ^H uLi LL Q Q U J Q L� p21 3W w o W = � U o �3 w r J J ^ pq J Z Q z N J W l J LJ . (/7 Z (A F iu w 3 v wq� 0 m Wz 3�n Q W ==x L3a W Li U W � !n Cy- Z z a �3# U3 w a z o U w z - ca as Lia J F N r JLLJJ ^ Zx H �- GI) J C] Co (U Z Q Q Q W X# -- M W Z WW \ W-JJ D CT U Z Q W n V LiIQ Q (� U x U z Z J 7-x Y Q � Q W W = W on J F— I # CL N M V � w 3 Q r 021 Z a I O f• O f l 1. \Windows Meta Film\Roof Panels\Low Dome\Lexan\Fia2 wmf l \ l l 1 \\AutoCAD2000Unstallations.Plots\Fia2.dwa \1TOLAR\SYS\Engineering\MSOFFICE\WordUnstall InaWDrawing BlocksUns Roof PanelsUns Low Dome\lns LD LexanTig 2.doc Instructions 13 Oceanside 8952.doc 6 la w J IY L'i I Z paJ Q Z w S Q ry UU� I , U z f� �DLi m J W z U7 � IY U) H Z Q Z W J 0Y w DLi W � w I U W W Li L� a. � Q z (� z f— ` Q o 3w LA�� D U Q �3 w QZ(U ww- V)az z0�cu 0 qM Q- �Cl wV,ca w Ld z — =zX wwQ Li L73Wr caa wXca Q W SM wU J[rl Y a q X V N W J Q JSr. wQ w zLLJ w (/1 Q Cl J a X (� a W S X H I St W J 1 N X r v Y O ✓ W t7 Z �J ..1.A.\Windows Meta Files\Roof Panelsl aw Dome\Lexan\Fig3.wmf ..L.l.\..�.1.\..\..\AutoCA02000MnstallaWns. Plots\Fig3.dwg \\TOLAR\SYS\Engineering\MSOFFICE\WorcNnstall Instr\Drawing Blocks4ns Roof PanelsVns Low DomeMns LD LexanTig 3.doc Instructions 13 Oceanside 8952.doc 7 ROOF INSTALLATION - SEE PAGES 9 & 10 1. Slide the four 18" long shoes into the two support posts of each dual post assembly. 2. Raise the roof(weight-175-250 pounds) and position the dual post assemblies under the roof crossbeams. 3. Insert and tighten eight(8) each 3/8-16 x 1" Hex Head Bolts, 3/8 Lockwashers and 3/8 Flatwashers at the top of each dual post assembly and center post. 4. Level the roof by placing a carpenter's level on the roofs gutter. The roof height can be increased if desired. Drill a .50(1/2") diameter — hole completely through the shoe. Install and tighten the 1/2-13 x 4" Hex Head Bolt at each post. Use the self-locking hexnut to secure. The small 1/4 diameter may be used initially to level the roof. Drill a .221(#2) diameter hole through the shoe. Hammer in a drive screw #14 x 3/4" long completely through the shoe pipe. It is not necessary to use this drive screw, some installers use it to level the roof preliminarily. 5. Plumb the support posts and measure between the posts at each end. The measurement between posts should be 20 5/8" I.D.. Force the posts in or out at the bottom to maintain this measurement. 6. Plumb the support posts and Refer to Anchor Spec Sheet for anchor installation. Instructions 13 Oceanside 8952.doc 8 w 0 z w G:1Engineering\MSOFFICE1WordUnstall InstrTrawirg BlocksUns Roofs\Non Ad Low Dome113 Non Elec Half End Wall 01.doc Instructions 13 Oceanside 8952.doc 9 4'-1 1/2' 4' -8' 6 3/4 J \ a — — zW J C — v \ cj� Co (U �0 7 W A U Ql _ W2 z I Z V I J WZLJO = Q J v Z OOW W ZiLd �i ._. Q Q o= Ew LJ Z a¢ Jq� J J CO'Q' — oW oo �� W O Ln o = 1— (Aiu CO U W Q Q' q = 1) \ \ U Q ~ I z a a I N Q U W Z C] I N Q v H O ZFa z cl�C, a W V o — 0� z 0 =0z �z arna I I I _ 2'-71- 1'-118" 1 3/4' _ Uns Windows Meta Files\Pbts\Plot 13 NALD Non Elec Half End 01.wmf \ \ l 4 \ \AutoCAD2000Unstallations Plots\Plot 13 Non Ad No Elm 01-M \\TolarLsys\Ergineering\MSOFFICE\WordUnstall Instr0rawing Bbcks\lns Pbts\13 NALD Non Elec Half End Wall 01 AM Instructions 13 Oceanside 8952.doc 10 _ REAR SCREEN INSTALLATION 1. See PAGE 12 and the Elevation Drawing PAGE 2. Drop a plumb line from the rear screen insertion groove of the roof perimeter. Mark the concrete near both ends of the roof and snap a chalk line. The rear screen support/anchor assemblies will be inserted on this line. Mark the chalk line at the intervals shown on the elevation drawing. These marks will be the proper spacing for the support/anchor assemblies. The first support/anchor assembly at either end must be at least 4" in from end of roof. 2. Drill four(4) 1 1/4" diameter holes into the concrete on the marks with a masonry drill. These holes should be at least 8" deep and may penetrate into the grade below the concrete. This depth is required to allow clearance for the threaded adjusting rod. Clean out holes. 3. Place the bottom screen support/anchor assemblies into the holes. The top surface of the anchor itself should be flush to concrete or 1/2" below The total height of the screen is 79 3/8". Measure from inside the screen insertion groove to the screen support anchor. Rotate the threaded rod inside the anchor to adjust height. Tighten the 3/4-10 hexnut to expand and secure anchor. Slide screen up into screen insertion groove and onto bottom screen support/anchor assemblies(separate clip can be slid off). Replace clip. Instructions 13 Oceanside 8952.doc 11 II ,1 II DRILL E HOLES IN CONCRETE DIAMETER l 1/4' II II WE a II - 11 CHALKLINE PLAN VIEW SC/iL(2) 00000000000 00000000000 0O000Qa0000 00.0O00oQOO 00000000000 00000000000 0000000000 4' MINIMUM BACK VIEW REAR PANELS INSTALLATION(TYPICAL) u s Windows Meta Files\Rear Screens\13 Non Ad Per( 01 wmf )L\ \ \\AutoCAD2000\lnstallations.PlotsUnsscn04.dwo G:\Engineering\MSOFFICE\Word\lnstall Instr\Drawing Blocks\lns Rear Screens\13 Non Ad Perf 01.doc Instructions 13 Oceanside 8952.doc 12 END SCREEN INSTALLATION 0 0 0 0 0 0 0 c 00000000 0000000( 00000000 0000000c 00000000 0000000( 00000000 0000000( 00000000 0000000( 00000000 0000000< 00000000 0000000< 00000000 0000000< 00000000 0000000< 00000000 0000000< 00000000 0000000< 00000000 0000000< 00000000 0000000< 00000000 0000000< 00000000 0000000< 00000000 0000000< 00000000 0000000< 0a iu0 20 5/8 24 1/8 NOTES: 1. INSTALL SCREEN ❑UTSIDE OF TABS ON PIPE OR INSIDE OF TABS, USE YOUR DISCRETI❑N. P. LOOSEN THE ANCHORS AT BOTTOM TO ALLOW FITTING OF SCREEN, 3. INSTALL THE TAMPERPROOF SCREW THROUGH THE SCREEN FRAME FIRST THEN THROUGH THE TAB. INSTALL WITH EIGHT SCREWS 114-20 X 1 AND SELFL❑CK NUT - USE FLATWASHER AGAINST SLOTTED HOLE, Uns Windows Meta Files\End ScreensVns end pert scn 24125 wmf ..1.\..\..\..\..WutoCAD2000Unstallations.Pbts\lns end pert scn 24125 dwg \\Tolar\sys\Engineering\MSOFFICE\WorcNnstall Instr\Drawing BlocksUns End Screens\Perf 24.125 01.doc Instructions 13 Oceanside 8952.doc 13 11.4. Bids by partnerships must be executed in the partnership name ar signed by a partner, his title must appear under his signature and tl official address of the partnership must be shown below the signature. 11.5. Bids by joint venture shall be signed by each participant in tl joint venture or by an authorized agent of each participant. The full nar of each person or company interested in the Bid shall be listed on the B: Form. 11.6. The Bid shall contain an acknowledgement of receipt of all Adden( (the numbers of which must be filled in on the Bid Form). 11.7. No alterations in Bids, or in the printed forms therefore, l erasures, interpolations, or otherwise will be acceptable unless each su( alteration is signed or initialed by the Bidder; if initialed, OWNER mE require the Bidder to identify any alteration so initialed. 11.8. The address and telephone number for communications regarding tl Bid shall be shown. 12.0 BID PRICING. Bids must be priced as set forth in the Bid Schedule or Schedules. 13.0 SUBMISSION OF BIDS. 13.1. Bids shall be submitted at the time and place indicated in tl Invitation to Bid and shall be enclosed in an opaque sealed envelope mark( with the Project title, Bid No., and name and address of the Bidder ar accompanied by the Bid Security, Bid Form, Bid Bond, Statement of Bidder Qualifications, and Schedule of Subcontractors as required in Secti( 00430. If the Bid is sent through the mail or other delivery system, ti sealed envelope shall be enclosed in a separate envelope with the notati( "BID ENCLOSED" on the face of it. 13.2. Bids shall be deposited at the designated location prior to the tir and date for receipt of Bids indicated in the Invitation to Bid, or ar extension thereof made by addendum. Bids received after the time and dal for receipt of Bids will be returned unopened. Bidder shall assume fu- responsibility for timely delivery at the location designated for receil of Bids. 13.3. Oral, telephonic, telegraphic, or facsimile Bids are invalid ar will not receive consideration. 13.4. No Bidder may submit more than one Bid. Multiple Bids und( different names will not be accepted from one firm or association. 14.0 MODIFICATION AND WITHDRAWAL OF BIDS. 7/96 Section 00100 Page 5 SCHEDULE HOLDER INSTALLATION \Drawino Blocks\lns Windows Meta FilesWap_CasesUnstall Schedule Holder 12.wmf 1 1 l \ \AutoCAD2000\lnstallations Plots\lnstail Schedule Holder 12.dwo G:1Engineering\MSOFFICE\WordUnstall Instr\E-version Blocks by Rem numberWis SCHEDULEHOLDER2.doc Instructions 13 Oceanside 8952.doc 14 LApProX.ri Mesh) block PLAN VIEW Ov&-Flcw --� Filtered WaLer Wire Screen — V 4\!/ood SFCTION A -A General Notes: 1. Inspect and repair filters after each storm event. Remove sediment when one half of the filter depth has been filled. Removed sediment shall be de- posited in an area tributary to a sedi- ment basin or other filtering measure. 2. Sediment and gravel shall be immediately removed from traveled way of roads. Inlet CURB INLET FILTER GRAVEL CITY OF FORT COLLINS, COLORAE STORMWATER UTILITY APPROVED BY: DATE: 3- S- Y/ D-2 Mar 19 01 04:45p BHA DESIGN (9701223-1827 p.5 02980/NEE Buyline 3224 W R-8742-A1 1800 SQUARES �}oGVA (Formerly R-8641) * For night lighting, each section has 9' diameter opening with 10%" diameter removable grate cover for access to sub -grade ftxture. Light opening grates are bolted down to prevent un- authorized removal. Non -expandable. Available with cast iron angle frame, if required. Weight per set -430 pounds. 0 1 r6.-18'0'an- II HALF PLAN AND SECTION R-8746-A 1800 SQUARE (Formerly R-8642-A) It Pro, ps ��,����` Thin bars provide more free opening area and give delicate appearance. Expandable tree opening. Available with cast iron angle frame. If required. Weight per set -400 pounds. .o 1 � 16611� �i�IB DIA)� HALF PLAN AND SECTION R-8746 1800 SQUARE (Formerly R-8642-6) Radial pattern in two sections with expandable tree opening. Available with cast iron angle frame, if required. Weight per 3et-020 pounds. HALF PLAN AND SECTION R-8748 1800 SQUARE (Formerly R-8642-E) Radial pattern, with expandable tree opening. R-8849 round grate is same design and can be used as companion grate. Available with cost iron angle frame if required. Weight per set - 500 pounds. o>C` p`c������;C0�000pp��%��; UluL G2.Ci HALF PLAN AND SECTION JEENAH UNORY COMPANY See speotrcation page (in e front cover) (cr sa r�r," r;:���C;;ra ^o:. 2 `� 7ecc 13 Downtown Enhancement Project January 15, 2003 DIVISION 2 SITEWORK SECTION 02810 IRRIGATION PART-1 GENERAL 1.01 Section Includes: A. Furnish labor, materials, supplies, equipment, tools, transportation, and perform operations in connection with and reasonably incidental to complete installation of the irrigation system, and guaranteetwarranty as shown on the drawings and as specified herein. 1.02 Related Work: A. Refer to other drawings included with specification package. Contact City of Fort Collins Parks division for line locates of existing irrigation systems (970-221-6660). 1.03 Submittals: A. Materials List:: Submit materials list for all components to be used in the irrigation system B. Weekly redline drawings of changes made in irrigation system installation from those on construction plans and drawings. 1.04 Handling and Storage: A. Protect materials used for construction from damage, deterioration, sun exposure, or loss while in storage and during construction. 1.05 Reviews: A. Reviews of the irrigation installation will be ongoing during the contract. Reviews shall be made of irrigation mainline, lateral, head, valve and other equipment locations prior to installation. B. Review of head coverage as zones are completed will be ongoing. Any changes of head locations or nozzeling shall be completed immediately. C. Other reviews shall take place as outlined under Execution. D. Submit redline installation drawings with changes made in installation from those on plans every week to City representative and General Contractor. 1.06 Environmental Condition: A. Irrigation installation shall be only when weather and soil conditions permit and in accordance with locally accepted practices, and as reviewed by the owner's representative. 1.07 Guarantee/Warranty and Replacement: The purpose of this guarantee/warranty is to insure that the Owner Receives materials of prime quality, installed and maintained in a thorough and careful manner. A. Guarantee/warranty materials and workmanship against defects due to any cause for a period of one year from the date of final acceptance of all work. Irrigation Specifications - Page 1 of 5 Downtown Enhancement Project January 15, 2003 B. This guarantee/warranty will not be enforced shall defects be due to improper maintenance procedures - carried out by Owner involving watering, mower damage, improper operation of system, fire, flood or damage; or other similar circumstances beyond the control of the Contractor. C. Replace components when they are no longer in satisfactory condition as determined by the Owner's - representative for the duration of the guaranteetwarranty period. Make replacements within seven days of notification from the Owner's representative. D. Replacements shall be of the same kind and size as originally specified and shall be installed as described in the contract documents. Repairs and replacements shall be made at no expense to the Owner. E. Guarantee/warranty shall apply to originally specified and installed materials, and any replacements made during the guaranteetwarranty period. PART-2: MATERIALS 2.01 Quality: A. All materials used for construction shall be new and without flaws or defects of any type, and shall be the best of their class and kind. 2.02 Mainline: A. Mainline shall be PVC Class 200, NSF approved pipe. 3" and larger pipe shall be ringtite pipe. 2'/2" and smaller pipe shall be glued joint. 2.03 Laterals: A. 2" or larger: Class 200 PVC, NSF approved. B. 1 Y," or 1": Class 200 PVC, NSF approved. C. No laterals smaller than V are permitted. Trickle tubing shall be weather and UV resistant material. D. 1/2" Polyethylene Drip Pipe: NSF approved, SDR pressure rated pipe, only as approved for drip -- applications. 2.04 Pipe Fittings: A. Funny Pipe (pop-up spray turf heads only): to be compatible to the elbows needed for head installation. B. Lateral fittings: Schedule 40, Type 1, PVC solvent weld with ASTM Standards D2466 and D1784. C. Wrought copper or cast bronze fittings, soldered or threaded per installation details for all copper pipes. D. Mainline fittings: Ductile Iron for 3" and larger, PVC Schedule 80 for 2 1/2" and smaller. 2.05 Sleeves: A. Ductile Iron Pipe or PVC under all paved surfaces. B. Sizes to be a minimum of two sizes larger than the pipe being sleeved. Minimum 2" diameter or larger for irrigation lines. C. Wires to be in separate sleeve from pipe, 2" min. size pipe for control wire sleeves. D. Sleeves shall have marker tape on upper side and both ends for future locates. Install per drawing details. Irrigation Specifications - Page 2 of 5 Downtown Enhancement Project January 15, 2003 2.06 Valves: A. Remote Control Zone Valves: NA B. Isolation Gate Valves: NA C. Manual Drain Valve: NA D. Quick Coupling Valves: 1" brass, Rainbird #5RC units with rubber cover. Keys Rainbird 55K 1" brass key. 2.06 Valve Boxes: A. House valves in valve box with matching locking cover (AMETEK brand only). Only one valve per box. Install in box sizes to allow work on components. B. NA 2.07 Control System: NA A. Central Irrigation Control System: NA B. Surge Protection: NA 2.08 Electric Control Wiring: NA 2.09 Sprinkler Heads: A. All heads shall be of the same manufacturer as specified on the plans, and marked with the manufacturer's name and model in such a way that materials can be identified without removal from the system. Owner will specify brand and models to match other equipment in use in public system in the vicinity. B. Gear driven Rotor heads: Rainbird. C. Pop -Up Spray heads: Rainbird. D. Xeri-Pop Heads: Rainbird. PART-3: EXECUTION 3.01 Pipe trenching: A. Install pipe in open cut trenches of sufficient width to facilitate thorough tamping/puddling of suitable backfill material under and over pipe. B. Trench depths: 1. Mainline - Minimum of 24" deep from top of pipe to finished grade for 6" and under mainline. Minimum of 32" deep from top of pipe to finished grade for 8" and larger. 2. Lateral - Minimum of 12" deep from top of pipe to finished grade. 1/2" drip pipe 10" deep from top of pipe except in shrub beds. 3. Sleeves - Install sleeves at a depth, which permits the encased pipe or wiring to remain at the specified burial depth. Irrigation Specifications - Page 3 of 5 Downtown Enhancement Project January 15,2003 3.02 Sleeves: A. Boring shall not be permitted unless obstruction in pipe path cannot be moved, or pipe cannot be re- routed. B. Mainline installed in existing sleeves at greater depth than adjacent pipe, shall have a manual drain valve at each end if the sleeve is longer than 20 feet, or at one end if the sleeve is less than 20 feet. C. Install sleeve so ends extend past edge of curb, gutter, sidewalk, bike path or other obstruction, a minimum of 2 feet. D. Mark sleeves with an "x" chiseled in walk (or other surface) directly over sleeve location. E. Sleeves installed for fidure use shall be capped at both ends. F. Separate sleeve (2" min. size) shall be used for all wiring. G. Sleeves shall not have joints. If joints are necessary, only solvent welded joints are allowed. H. Compaction of backfill for sleeves shall be 95% of Standard Proctor Density, ASTM D698-78. Use of water puddling around sleeves for compaction will not be allowed. 3.03 Pipe Installation: A. Use Teflon tape on all threaded joints; only schedule 80 pipe may be threaded. B. Reducing pipe size shall be with reducing insert couplings: at least 6" beyond last tee of the larger pipe. C. Snake PVC lateral pipe from side to side within trench. D. Cut pipe ends square and de -burr. Clean pipe ends before using primer and solvent cement. Join in manner recommended by manufacturer and in accordance with accepted industry practices. Cure for 30 minutes before handling and 24 hours before allowing water in pipe. E. Backfill shall be free from rubbish, stones larger than 2" diameter, frozen material and vegetative matter. Do not back ill in freezing weather. If bacldill material is rocky, the pipe shall be bedded in 2" of fill sand covered by 6" of fill sand. F. After puddling or tamping, leave all trenches slightly mounded to allow for settling. G. Compact to proper densities depending on whether surface area over the line will be paved or landscaped. 3.04 Thrust Blocks: NA 3.05 Valve Installation: NA 3.07 Electrical Connections: NA 3.08 Controller Installation: NA 3.09 Wiring: NA 3.10 Testing A. All tests to be run in the presence of City of Fort Collins Parks' representative. Schedule all tests a minimum of 48 hours in advance of tests. Repeat any failed tests until full acceptance is obtained. Irrigation Specifications - Page 4 of 5 Downtown Enhancement Project January 15, 2003 B. Pressure Test: Leave mainline uncovered at joints and fittings. Place a pressure gauge (capable of reading pressures up to 120 psi minimum) on a Quick Coupling valve attached to the system. Fill mainlines with water and bring to full pressure. If new system is an add -on to existing system, isolate the new system from the old system after filling. Record pressure readings at 15-minute intervals for 4 hours. Pressure shall not drop more than 5% of initial reading. If pressure drops more than 5%, a thorough walk through of the mainline shall be made to discover leakage and corrected. Repeat test until maximum desired pressure drop is achieved. C. Operational Test: Activate each remote control valve from the central control system in the presence of City of Fort Collins Parks representative. Replace, adjust or move heads and nozzles as needed to obtain acceptable performance of system. Replace defective valves, wiring or other appurtenances to correct operational deficiencies. 3.11 Completion Services When project construction is complete, request from Parks' representative a punch list inspection for Construction Acceptance: A. Demonstrate system to Parks and Recreation personnel. B. Provide Parks and Recreation personnel with ordering information including model numbers, size and style for all components. C. Provide two sets of as built drawings per below, showing system as installed with each sheet clearly marked "AS -BUILT DRAWINGS", the name of the project and all information clearly provided. As-builts shall reflect changes indicated on weekly red line submittals. I. One set of reproducible Mylar, no larger than 24" x 36". 2. One set of all sheets reduced to 11 " x 17", with each station color coded, and each sheet plastic laminated. 3. Provide as -built drawing on computer disk in a *.DWG format. B. Clean Up: Remove all excess materials, tools, rubbish and debris from site. C. Contractor shall request Final Acceptance inspection from City Parks Division. D. Provide Parks and Recreation personnel operating keys, servicing tools, test equipment, warranties/ guarantees, maintenance manuals, and contractor's affidavit of release of liens. Keys, tools and other operating equipment need to be turned over to Parks. Submittal of all these items must be accompanied by a transmittal letter and delivered to the Parks offices (delivery at the project site is acceptable with signed receipt). END OF SECTION Irrigation Specifications - Page 5 of 5 Downtown Enhancement Project January 15, 2003 DIVISION 2 SITEWORK SECTION 02810 IRRIGATION PART-1 GENERAL 1.01 Section Includes: A. Furnish labor, materials, supplies, equipment, tools, transportation, and perform operations in connection with and reasonably incidental to complete installation of the irrigation system, and guarantee/warranty as shown on the drawings and as specified herein. 1.02 Related Work: A. Refer to other drawings included with specification package. Contact City of Fort Collins Parks division for line locates of existing irrigation systems (970-221-6660). 1.03 Submittals: A. Materials List:: Submit materials list for all components to be used in the irrigation system B. Weekly redline drawings of changes made in irrigation system installation from those on construction plans and drawings. 1.04 Handling and Storage: A. Protect materials used for construction from damage, deterioration, sun exposure, or loss while in storage and during construction. 1.05 Reviews: A. Reviews of the irrigation installation will be ongoing during the contract. Reviews shall be made of irrigation mainline, lateral, head, valve and other equipment locations prior to installation. B. Review of head coverage as zones are completed will be ongoing. Any changes of head locations or nozzeling shall be completed immediately. C. Other reviews shall take place as outlined under Execution. D. Submit redline installation drawings with changes made in installation from those on plans every week to City representative and General Contractor. 1.06 Environmental Condition: A. Irrigation installation shall be only when weather and soil conditions permit and in accordance with locally accepted practices, and as reviewed by the owner's representative. 1.07 Guarantee/Warranty and Replacement: The purpose of this guarantee/warranty is to insure that the Owner Receives materials of prime quality, installed and maintained in a thorough and careful manner. A. Guarantee/warranty materials and workmanship against defects due to any cause for a period of one year from the date of final acceptance of all work. Irrigation Specifications - Page I of 5 Downtown Enhancement Project January 15, 2003 B. This guarantee/warranty will not be enforced shall defects be due to improper maintenance procedures - carried out by Owner involving watering, mower damage, improper operation of system, fire, flood or damage-, or other similar circumstances beyond the control of the Contractor. C. Replace components when they are no longer in satisfactory condition as determined by the Owner's representative for the duration of the guarantee/warranty period. Make replacements within seven days of notification from the Owner's representative. D. Replacements shall be of the same kind and size as originally specified and shall be installed as described in the contract documents. Repairs and replacements shall be made at no expense to the Owner. E. Guarantee/warranty shall apply to originally specified and installed materials, and any replacements made during the guarantee/warranty period. PART-2: MATERIALS 2.01 Quality: A. All materials used for construction shall be new and without flaws or defects of any type, and shall be the best of their class and kind. 2.02 Mainline: A. Mainline shall be PVC Class 200, NSF approved pipe. 3" and larger pipe shall be ringtite pipe. 2'/2" and smaller pipe shall be glued joint. 2.03 Laterals: A. 2" or larger: Class 200 PVC, NSF approved. B. 1 ''/2" or V: Class 200 PVC, NSF approved. C. No laterals smaller than 1" are permitted. Trickle tubing shall be weather and UV resistant material. D. 1/2" Polyethylene Drip Pipe: NSF approved, SDR pressure rated pipe, only as approved for drip applications. 2.04 Pipe Fittings: A. Funny Pipe (pop-up spray turf heads only): to be compatible to the elbows needed for head installation. B. Lateral fittings: Schedule 40, Type 1, PVC solvent weld with ASTM Standards D2466 and D 1784. C. Wrought copper or cast bronze fittings, soldered or threaded per installation details for all copper pipes. D. Mainline fittings: Ductile Iron for 3" and larger, PVC Schedule 80 for 2 1/2" and smaller. 2.05 Sleeves: A. Ductile Iron Pipe or PVC under all paved surfaces. B. Sizes to be a minimum of two sizes larger than the pipe being sleeved. Minimum 2" diameter or larger for irrigation lines. C. Wires to be in separate sleeve from pipe, 2" min. size pipe for control wire sleeves. _ D. Sleeves shall have marker tape on upper side and both ends for future locates. Install per drawing details. Irrigation Specifications - Page 2 of 5 14.1. Bids may be modified or withdrawn by an appropriate document dr' executed (in a manner that a Bid must be executed) and delivered to place where Bids are to be submitted at any time prior to the opening < Bids. — 14.2. Bids may also be modified or withdrawn in person by the Bidder or . authorized representative provided he can prove his identity and authorit at any time prior to the opening of Bids. 14.3. Withdrawn Bids may be resubmitted up to the time designated for t] receipt of Bids provided that they are then fully in conformance with the-, Instructions to Bidders. 15.0 OPENINGS OF BIDS. Bids will be opened and (unless obviously non -responsive) read al - publicly as indicated in the Invitation to Bid. An abstract of the amount of the Base Bids and major alternates (if any) will be made available af*-- 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 Bid Opening, but OWNER may, in his sole discretion, release any Bid ai 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 and all informalities not involving price, time or changes in the Work, negotiate contract terms with the Successful Bidder, and the right 1 disregard all nonconforming, nonresponsive, unbalanced or conditional Bil Also, OWNER reserves the right to reject the Bid of any Bidder if OW believes that it would not be in the best interest of the Project to mat an award to that Bidder, whether because the Bid is not responsive or t] Bidder is unqualified or of doubtful financial ability or fails to meet other pertinent standard or criteria established by OWNER. Discrepanc_, between the indicated sum of any column of figures and the correct si thereof will be resolved in favor of the correct sum. 17.2. In evaluating Bids, OWNER will consider the qualifications of t] Bidders, whether or not the Bids comply with the prescribed requirement_: and such alternates, unit prices and other data, as may be requested in Bid Form or prior to the Notice of Award. 17.3. OWNER may consider the qualification and experience Subcontractors, Suppliers, and other persons and organizations proposed those portions of the Work as to which the identity of Subcontractor: Suppliers, and other persons and organizations is submitted as requested-' OWNER. OWNER also may consider the operating costs, maintena requirements, performance data and guarantees of major items of materia. 7/96 Section 00100 Page 6 Downtown Enhancement Project January 15, 2003 2.06 Valves: A. Remote Control Zone Valves: NA B. Isolation Gate Valves: NA C. Manual Drain Valve: NA D. Quick Coupling Valves: 1" brass, Rainbird #5RC units with rubber cover. Keys Rainbird 55K l" brass key. 2.06 Valve Boxes: A. House valves in valve box with matching locking cover (AMETEK brand only). Only one valve per box. Install in box sizes to allow work on components. B. NA 2.07 Control System: NA A. Central Irrigation Control System: NA B. Surge Protection: NA 2.08 Electric Control Wiring: NA 2.09 Sprinkler Heads: A. All heads shall be of the same manufacturer as specified on the plans, and marked with the manufacturer's name and model in such a way that materials can be identified without removal from the system. Owner will specify brand and models to match other equipment in use in public system in the vicinity. B. Gear driven Rotor heads: Rainbird. C. Pop -Up Spray heads: Rainbird. D. Xeri-Pop Heads: Rainbird. PART-3: EXECUTION 3.01 Pipe trenching: A. Install pipe in open cut trenches of sufficient width to facilitate thorough tamping/puddling of suitable backfill material under and over pipe. B. Trench depths: 1. Mainline - Minimum of 24" deep from top of pipe to finished grade for 6" and under mainline. Minimum of 32" deep from top of pipe to finished grade for 8" and larger. 2. Lateral - Minimum of 12" deep from top of pipe to finished grade. 1 /2" drip pipe 10" deep from top of pipe except in shrub beds. 3. Sleeves - Install sleeves at a depth, which permits the encased pipe or wiring to remain at the specified burial depth. hngation Specifications - Page 3 of 5 Downtown Enhancement Project January 15, 2003 3.02 Sleeves: A. Boring shall not be permitted unless obstruction in pipe path cannot be moved, or pipe cannot be re- routed. B. Mainline installed in existing sleeves at greater depth than adjacent pipe, shall have a manual drain valve at each end if the sleeve is longer than 20 feet, or at one end if the sleeve is less than 20 feet. C. Install sleeve so ends extend past edge of curb, gutter, sidewalk, bike path or other obstruction, a minimum of 2 feet. D. Mark sleeves with an "x" chiseled in walk (or other surface) directly over sleeve location. E. Sleeves installed for future use shall be capped at both ends. F. Separate sleeve (2" min. size) shall be used for all wiring. G. Sleeves shall not have joints. If joints are necessary, only solvent welded joints are allowed. H. Compaction of backfill for sleeves shall be 95% of Standard Proctor Density, ASTM D698-78. Use of water puddling around sleeves for compaction will not be allowed. 3.03 Pipe Installation: A. Use Teflon tape on all threaded joints; only schedule 80 pipe may be threaded. B. Reducing pipe size shall be with reducing insert couplings: at least 6" beyond last tee of the larger pipe. C. Snake PVC lateral pipe from side to side within trench. D. Cut pipe ends square and de -burr. Clean pipe ends before using primer and solvent cement. Join in manner recommended by manufacturer and in accordance with accepted industry practices. Cure for 30 minutes before handling and 24 hours before allowing water in pipe. E. Backfill shall be free from rubbish, stones larger than 2" diameter, frozen material and vegetative matter. — Do not backfill in freezing weather. If backfill material is rocky, the pipe shall be bedded in 2" of fill sand covered by 6" of fill sand. F. After puddling or tamping, leave all trenches slightly mounded to allow for settling. G. Compact to proper densities depending on whether surface area over the line will be paved or landscaped. 3.04 Thrust Blocks: NA 3.05 Valve Installation: NA 3.07 Electrical Connections: NA 3.08 Controller Installation: NA 3.09 Wiring: NA 3.10 Testing A. All tests to be run in the presence of City of Fort Collins Parks' representative. Schedule all tests a minimum of 48 hours in advance of tests. Repeat any failed tests until full acceptance is obtained. Irrigation Specifications - Page 4 of 5 Downtown Enhancement Project January 15,2003 B. Pressure Test: Leave mainline uncovered at joints and fittings. Place a pressure gauge (capable of reading pressures up to 120 psi minimum) on a Quick Coupling valve attached to the system. Fill mainlines with water and bring to full pressure. If new system is an add -on to existing system, isolate the new system from the old system after filling. Record pressure readings at 15-minute intervals for 4 hours. Pressure shall not drop more than 5% of initial reading. If pressure drops more than 5%, a thorough walk through of the mainline shall be made to discover leakage and corrected. Repeat test until maximum desired pressure drop is achieved- C. Operational Test: Activate each remote control valve from the central control system in the presence of City of Fort Collins Parks representative. Replace, adjust or move heads and nozzles as needed to obtain acceptable performance of system. Replace defective valves, wiring or other appurtenances to correct operational deficiencies. 3.11 Completion Services When project construction is complete, request from Parks' representative a punch list inspection for Construction Acceptance: A. Demonstrate system to Parks and Recreation personnel. B. Provide Parks and Recreation personnel with ordering information including model numbers, size and style for all components. C. Provide two sets of as built drawings per below, showing system as installed with each sheet clearly marked "AS -BUILT DRAWINGS", the name of the project and all information clearly provided. As-builts shall reflect changes indicated on weekly red line submittals. One set of reproducible Mylar, no larger than 24" x 36". 2. One set of all sheets reduced to I V x 17", with each station color coded, and each sheet plastic laminated. Provide as -built drawing on computer disk in a *.DWG format. B. Clean Up: Remove all excess materials, tools, rubbish and debris from site- C. Contractor shall request Final Acceptance inspection from City Parks Division. D. Provide Parks and Recreation personnel operating keys, servicing tools, test equipment, warranties/ guarantees, maintenance manuals, and contractor's affidavit of release of liens. Keys, tools and other operating equipment need to be turned over to Parks. Submittal of all these items must be accompanier) by a transmittal letter and delivered to the Parks offices (delivery at the project site is acceptable with signed receipt). END OF SECTION Irrigation specifications - Page 5 of 5 Downtown Enhancement Project January 15,2003 D"ION 2 SITEWORK SECTION 2900 LANDSCAPE PLANTING PART 1-GENERAL 1.01 RELATED DOCUMENTS The general provisions of the contract, including General and Supplementary Conditions and Division 1, General Requirements, apply to the work specified in this Section. 1.02 DESCRIPTION OF WORK A. Furnish all labor, materials, supplies, equipment, tools and transportation, and perform all operations in connection with and reasonably incidental to complete installation of the planting and guarantee as shown on the drawings and as specified herein. The work shall include, but not be limited to the following: 1. Procurement of all applicable licenses, permits, and fees. 2. Determination of utility locations prior to construction. 3. Site inspection. 4. Planting of trees, shrubs, perennials, and turf installation 5. Soil Preparation and Fine Grading. 6. Staking and guying of trees. 7. Mulching of all trees and shrubs. 8. Cleanup, inspection, and approval. 9. Guarantee of all plantings. 10. Maintenance. 11. All work of every description mentioned in the Drawings and Specifications and/or Addenda thereto. B. Related Work Specified Under Other Sections: Consult all other Sections, determine the extent and character of related work, and properly coordinate work specified herein with that specified elsewhere to produce a finished, workmanlike installation. 1.03 PROTECTION OF EXISTING FEATURES A. Protect all existing site development including, but not limited to, existing buildings, equipment, underground utilities, walls, walks, roads, materials, trees, etc. Any existing site development damaged by willful or negligent acts of the Contractor, Sub -Contractor or any of the employees shall be replaced or repaired at no cost to the Owner and in a planner satisfactory to the Owner's Representative before project acceptance is given. B. The above provision applies to on -site damage as well as to that which may occur to adjacent properties. C. Until the project has been accepted, erect and maintain shoring, barricades, guards, warning lights and lights as necessary or required for the protection of the public, the work and the workers. 1.04 SUBMITTALS A. Submit duplicate samples and manufacturer's guaranteed analysis of the following items and such other materials as may be required by the Owner's Representative and obtain written approval there of before beginning fabrication or delivery of material to the project site. Finished work shall match approved samples. 1. Soil amendments and mulch materials. 2. Tree ties and guying materials. Planting Specifications - Page I of 9 Downtown Enhancement Project January15,2003 3. Fertilizers 1.05 ANALYTICAL TESTS Submit 2 copies of an analytical test, performed by certified soil laboratory, demonstrating compliance with these specifications for the composted manure and peat moss. 1.06 INSPECTIONS A. Pre -Planting Inspection: 1. All plant materials must be inspected at the place of growth and/or on the project site before planting commences. Plants shall be inspected for size, variety, condition, defects or injury. The Owner's Representative reserves the right to reject unsatisfactory plant material at any time during the work. - 2. Notify the Owner's Representative of the source of material no later than 30 days after award of the contract. 3. All fertilizers, pre -mixed backfill mixes, mulches and soil amendments will be inspected at the site by the Owner's Representative before they are used in planting operations. B. Planting Inspections: 1. Owner's Representative shall inspect the staked location of all trees prior to the planting of those trees. 2. Owner's Representative shall inspect container stock with said plants set on the ground at the proposed locations before digging commences. C. Pre -Maintenance Inspection: 1. As soon as all planting is completed, the Owner's Representative upon request of the Contractor will hold a planting review and preliminary inspection to determine the condition of the plantings. 2. The Contractor shall have all planting areas free of weeds and neatly cultivated. Irrigation systems shall be fully operational with all heads properly adjusted. All debris and litter shall be cleaned up and walkways, curbs and roads shall be cleared of all soil and debris. The inspection shall not occur until these conditions are met. 3. If, after the inspection, the Owner's Representative is of the opinion that all work has been performed as per the contract documents, and that all plant materials are in satisfactory growing condition, he will give the Contractor written notice of acceptance. 4. Work requiring corrective action in the judgment of the Owner's Representative shall be performed within ten (10) days. Corrective work and materials replacement shall be in accordance with the contract documents, and shall be made by the Contractor at no cost to the Owner. D. Final Inspection: 1. At the completion of the two growing season maintenance period, the final inspection shall be — performed. 2. If, after the inspection, the Owner's Representative is of the opinion that all work has been performed as per the contract documents, and that all plant materials are in satisfactory growing condition, he will give the Contractor written notice of acceptance and completion of the formal maintenance period. 3. Final approval will not be given until all deficiencies are corrected. Planting Specifications — Page 2 of 9 Downtown Enhancement Project January15,2003 1.07 GUARANTEE A. Guarantee trees, shrubs, ground covers and other plant material to root, thrive and be free from defects from any cause for two years of acceptance from the final acceptance by the owner. B. Any trees or other plant materials that die back and lose the form and size originally specified shall be replaced, even though they have taken root and are growing after the dieback. C. Within 15 days of written notification by the Owner, remove and replace all guaranteed plant materials which, for any reason, fail to meet requirement of guarantee. Replacement planting for trees shall be done in the spring planting season only, except as approved otherwise. Replacements shall be made to same specifications required for original materials and shall carry the same guaranty from the time they are replaced. D. Plants shall be planted only when weather and soil conditions permit and in accordance with locally accepted practices, and as approved by the owner's representative. E. Trees shall be planted in same growing season as they were dug. END OF SECTION Planting Specifications - Page 3 of 9 Downtown Enhancement Project January15,2003 PART2-PRODUCTS 2.01 TREES, SHRUBS, AND GROUND COVERS — A. Quantities: Plant material shall be furnished in quantities required to complete work as indicated on the Drawings and shall be of species, kinds, sizes, etc., specified. B. Nomenclatures: Plant names listed on Drawings conform to standardized plant names established by the American Joint Committee on Horticulture Nomenclature, except that for names not covered therein, the established custom of the nursery trade is followed. C. Quality: Plants shall be symmetrical and typical for species and variety. Plants shall be sound, healthy, vigorous, and free from disease and insect pests or their eggs. All plant material shall conform to the requirements of the Colorado Nursery Act of 1965, Title 35, Article 26, CRS 1973. — D. Digging, wrapping, and handling: Plants shall be dug and prepared for shipment in a manner that will not cause damage to branches, shape and future development after planting. _ E. Balled and burlapped plants: Shall be nursery grown stock adequately balled with firm, natural balls of soil in sizes and ratios conforming to the Colorado Nursery Act as cited above. Balls shall be firmly wrapped with non -treated burlap, secured with wire or jute. Broken balls will not be accepted. Ponderosa Pine may be field collected with root ball sizes in conformance with the Colorado Nursery Act as cited above. Container grown plants: Shall have been nursery grown in containers and shall have sufficient roots to hold _ the entire soil mass together after container removal without being root -bound. G. Options as to method: If all other requirements are met, a balled and burlapped plant may be substituted for a container grown plant. H. Plant protection: Plants shall be handled so that roots are adequately protected at all times from drying out and from other injury. Protect balls of balled plants, which cannot be planted within 24 hours from delivery, with soil or other suitable material. Where possible, store plants in the shade. Keep all plant roots moist before, during, and after planning. Pruning: Trees shall not be pruned, except by City Forestry staff. Dead and broken shoots should be pruned out of woody shrub material. J. Substitutions: Will be allowed only when specified material is proved unavailable and only with approval of the Owner's Representative. Proposals will be considered for use of nearest equivalent size and variety with the equitable adjustment to the Contract price. K. Trees dug and held over from a previous growing season will not be accepted for use. 2.02 SOIL AMENDMENTS/FERTILIZERS/MULCHES A. Topsoil: imported and on site topsoil (located in stockpile on site) for use in backfrll mix. Topsoil to be a mix of 60% topsoil and 401/6 organic material mixed well prior to being placed in median Topsoil shall be free of all foreign material and screened and ground to eliminate clumps larger than V in diameter. Submit sample for approval to the City of Fort Collins Forestry Representative. B. Composted Manure: Composted dairy cow or sheep manure: Free from lumps, stones, or other foreign matter. Free from mineral matter or chemical composition harmful to plant life. Manure that has received treatment with a bacterial enzyme culture raising the manure temperature to 145 degrees minimum for 3 weeks minimum, aged at least 18 months, yielding a soil amendment with the following properties: Planting Specifications - Page 4 of 9 Downtown Enhancement Project Janu=7 15,2003 Organic Matter: 35 - 401/o (oven -dry basis) Total Nitrogen: 1.6 - 2.0% Conductivity: 50.0 EC's (max) pH: 7.5 to 8.5 Submit analysis as required by 1.04 C. Peat Moss for annuals and perennials: Free from lumps, stones or other foreign matter. Free from mineral matter or chemical composition harmful to plant life. Acid reaction of 3 to 5 pH. Shall contain no less than 60% organic matter by weight on an oven -dry basis. Submit analysis as required by 1.04. D. Fertilizers: 1. Tablets for tree and shrub planting - "The Pill" by Agriform with 20-10-5 analysis, 21 gram size, Osmocote Sierrablend, 9 month slow release or industry equivalent 2. Fertilizers for grass, shrub and tree planting shall be commercial type of uniform composition, free flowing, and conforming to the applicable State and Federal laws. Submit manufacturers guaranteed analysis as required in 1.03. Guaranteed analysis shall be designed to conform with amendment requirements given in Part 3, "Execution." E. Mulch: 1. Bark Mulch: Cedar mulch must be approved by City Parks Division prior to installation. 2.03 SOD A. Sod: American Sod Producers Association (ASPA) Certified Field Grown grade; Cultivated grass sod; not less than three improved Kentucky Bluegrass varieties; with strong fibrous root system, free of stones, burned or bare spots; containing no more than 5 weeds per 1000 square feet. Minimum age of 12 months, with root development that will support its own weight without tearing, when suspended vertically by holding the upper two corners. B. Sod Producer: Company specializing in sod production and harvesting with minimum five years experience, and certified by the State of Colorado. C. Certification: Submit sod certification for grass species and location of sod source. 2.04 MATERIALS FOR STAKING AND GUYING A. Stakes: Metal T-posts painted dark green or black. B. Ties: Fabric: Nylon canvas or rubberized cloth straps, 2" x length required. END OF SECTION Planting Specifications - Page 5 of 9 Downtown Enhancement Project January 15, 2003 PART 3-EXECUTION 3.01 GENERAL A. Inspection: Examine the substrate in which the work is to be performed. Do not proceed until unsatisfactory conditions have been corrected. B. Dimensions: All scaled dimensions are approximate. Before proceeding with any work, carefully check and verify all dimensions and quantities and immediately inform the Owner's Representative of any discrepancy between the drawings and/or specifications and actual conditions. _ C. Coordination: Coordinate work with other trades to insure proper sequencing of construction. 3.02 SOIL PREPARATION — A. Grades have been established under work of another Section to within V. plus or minus, of required finished grades. Verify that grades are within I" plus or minus, of required finished grades. Notify the _ Owner's Representative prior to commencing soil preparation work if existing grades are not satisfactory, or assume responsibility for conditions as they exist. B. Weed and debris removal: All ground areas to be planted shall be cleaned of all weeds and debris prior to any soil preparation or grading work. Weeds and debris shall be disposed of off the site. C. Contaminated soil: Do not perform any soil preparation work in areas where soil is contaminated with _ cement, plaster, paint or other construction debris. Bring such areas to the attention of the Owner's Representative and do not proceed until the contaminated soil is removed and replaced. Soil contaminated by chemical herbicides in any planting areas shall be removed to a depth of 12" and replaced with clean herbicide -free topsoil. D. Moisture Content: Soil shall not be worked when moisture content is so great that excessive compaction will occur, nor when it is so dry that excessive dust will form in the air or that clods will not break readily. , Water shall be applied, if necessary, to bring soil to an optimum moisture content for tilling and planting. 3.03 SOIL CONDITIONING Median areas shall be excavated below the base of the splash block 18" and then filled with the specified mix. The subgrade will be scarified to a 6" depth parallel to the way the median runs, to allow for drainage and root movement. The specified topsoil and compost mix shall be thoroughly mixed prior to placement and filled to within 1 1/2" of the top edge of the splash block. The soil in the medians shall be graded to a level surface. 3.04 FINE GRADING When weeding, soil preparation, and soil conditioning have been completed and soil has been thoroughly water settled, all planting areas should be smooth -graded, ready for placement of plant materials. A. Grades: Finish grades shall conform to site grading plans and produce a smooth even surface without abrupt changes. Minor adjustments of finish grades shall be made at the direction of the Owner's Representative, if required. B. Drainage: All grades shall provide for natural runoff of water without low spots or pockets. Flow -line grades shall be accurately set and shall not be less than 2% gradient wherever possible. C. Shrub Areas: Finished grades shall be 1-1/2" below top of adjacent pavement, edging, curbs, or wall, unless otherwise indicated on the Drawings. Planting Specifications - Page 6 of 9 Downtown Enhancement Project January15,2003 D. Slopes: Tops and toes of all slopes shall be rounded to produce a gradual and natural -appearing transition between relatively level areas and slopes. 3.05 GROUND COVER, ANNUAL AND PERENNIAL BEDS Excavate areas to be planted with material smaller than 1-gallon size to a depth of six (6") inches and backfill with the following mix. 80% on -site topsoil by volume (from Owner's stockpile). 2. 20% peat moss by volume. 3. Five (5) pounds bone meal per cubic yard of backfill. The specified backfill materials shall be pre -mixed, then turned several times with a front end loader to a uniform, evenly blended consistency, free of all pockets of unblended material and any clods or stones greater than one (1") inch in diameter. Backfill mix has occurred. Pre -mixed back -fill mix shall be inspected per 1.06A, "Pre -Planting Inspections." 3.06 SHRUB AND TREE PLANTING A. Planting Pits: 1. Locate planting holes per planting plans bringing any conflict with underground utility lines to the attention of the Owner's Representative. Locations for holes shall be according to 1.06B, "Planting Inspections." 2. Excavate holes to be the same depth as the root ball and two times the diameter of the root ball wide. 3. The sides of the holes shall be roughened to remove any compacting or "glazing" caused by the digging operation. The bottom of the hole shall be loosened to a minimum depth of six (6") inches. Mix loosened soil with specified backfill to blend soil types. 4. Fill the entire hole with water and allow to drain completely. Contractor should notify Landscape Architect if a pit does not drain in a satisfactory time, then contractor should correct drainage problem by using a PVC drain or a gravel sump shall be installed. 5. Dispose of excavated soil off the site at no cost to the Owner. B. Backfilling - Tree and shrub planting pits shall be backfilled with the following mix: 1. 1001/o on -site topsoil by volume (from Owner's stockpile). For topsoil see 2.02A. C. Planting I. General - Do not install plant materials until all construction work has been completed and sprinkler systems have been installed and tested. Planting areas shall have been graded and prepared as herein specified and shall have been approved by the Landscape Architect. 2. Carefully remove stock from containers to avoid breaking the root ball. Do not lift or handle container plants by tops, stems, or trunks at any time. 3. Fertilize trees and shnlbs by placing 21 gram fertilizer tablets three (3") inches laterally and three (3") inches top of root ball as follows: 1 for 1-gallon containers, 3 for 5-gallon containers and 5 for balled and burlapped material. Planting specifications — Page 7 of 9 and equipment proposed for incorporation in the Work when such data required to be submitted prior to the Notice of Award. 17.4. OWNER may conduct such investigations as OWNER deems necessary assist in the evaluation of any Bid and to establish the responsibilit qualifications and financial ability of the Bidder's propos Subcontractors, Suppliers and other persons and organizations to do t Work in accordance with the Contract Documents to OWNER's satisfacti within the prescribed time. 17.5. If the Contract is to be awarded, it will be awarded to the lowe responsive and responsible Bidder whose evaluation by OWNER indicates OWNER that the award will be in the best interest of the OWNER. Awa shall be made on the evaluated lowest base bid excluding alternates. T: basis for award shall be the lowest Bid total for the Schedule or, in t case of more than one schedule, for sum of all schedules. Only o: contract will be awarded. 17.6. If the Contract is to be awarded, OWNER will give the Successf Bidder a Notice of Award within forty-five (45) days after the date of t: Bid opening. 18.0 CONTRACT SECURITY. The General Conditions and the Supplementary requirements as to performance and other Bonds delivers the executed Agreement to the OWNER the required Contract Security. 19.0 SIGNING OF AGREEMENT. Conditions set forth OWNER When the Successful Bidd, it shall be accompanied ] When OWNER gives a Notice of Award to the Successful Bidder, it will ] accompanied by the required number of unsigned counterparts of t] Agreement with all other written Contract Documents attached. With: fifteen (15) days thereafter, CONTRACTOR shall sign and deliver t] required number of counterparts of the Agreement and attached documents OWNER with the required Bonds. Within ten (10) days thereafter, OWN] shall deliver one fully signed counterpart to CONTRACTOR. Each counterpa. is to be accompanied by a complete set of the Drawings with appropria+ identification. 20.0 TAXES. OWNER is exempt from Colorado State Sales and Use Taxes on materials ai equipment to be incorporated in the Work. Said taxes shall not be includ( in the Contract Price. Reference is made to the General and Supplementa: Conditions. 21.0 RETAINAGE. Provisions concerning retainage are set forth in the Agreement. 7/96 Section 00100 Page 7 Downtown Enhancement Project January15,2003 4. Remove wire baskets from root balls. Untie and lay back burlap from root ball on balled and burlapped material. 5. Backfill entire hole with backfill mixture to grade and water thoroughly to eliminate all air pockets without packing the soil. Allow soil to settle from watering. Add backfill mixture as required. 6. All plants shall be planted immediately after the containers are cut, and containers shall be regularly removed from the site so as not to present a hazard to persons using the area. 7. Flatgrown plant material - Install plants at spacing indicated on the drawings. Plant in staggered rows, evenly spaced. Dig holes large enough to allow for spreading of roots. Place plants to root system lies free without doubling. Firm soil around roots to eliminate air pockets. Broadcast controlled release fertilizer over the entire planting area at the rate of 20 pounds per 1000 square feet of area. 3.07 MULCHING A. All planting beds shall be mulched with a four (4") inch layer of cedar mulch. 3.08 TREE STAKING AND GUYING A. Double stake all trees up to and including 2-1/2" caliper. Set stakes plumb and at right angles to the prevailing wind. Securely nail or bolt mbber straps to stakes: leave straps loose enough to allow a _ minimum of 3" lateral movement. 3.09 TWO GROWING SEASON MAINTENANCE PERIOD A. Continuously maintain all plantings in areas included in the Contract from the beginning of Contract work, during the progress of work, and for two (2) full growing seasons after completion of all work until final acceptance of all Contract work by the Owner. B. Scope: 1. New plantings. 2. Existing plantings within the construction area. 3. Continuous operations of watering, weeding,. cultivating, mowing, trimming, edging, rolling, fertilizing, spraying, insect, pest, fungus, and rodent control, and any other operations to assure good normal health. a. Weed Control: Apply appropriate herbicide(s) in accordance with manufacturer's suggested retail rate(s) to control weeds. Herbicide application must comply with all requirements herbicide/pesticide applicators license, including suitable warning/signing following application Herbicide applications and chemicals to be used will be approved by the City Forester. Extreme caution must be used when applying herbicides near any tree, shrub or groundcover. b. Disease and Insect Control: Apply fungicides and insecticides as required to control diseases and insects. A licensed applicator must perform this work in accordance with state law requirements. c. Watering: Contractor shall be responsible for watering of landscape areas to insure performance under this Section. Apply the amount of water necessary to maintain plants in a healthy condition until the end of the one year warranty period. d. Protection: Provide sufficient barriers and signage notifying the public to keep off newly planted areas. Work under this Section shall include complete responsibility for maintaining adequate protection for all areas. Any damaged areas shall be repaired at no additional expense to the Owner. Planting Specifications — Page 8 of 9 Downtown Enhancement Project January 15, 2003 4. Mow grass in sodded areas to maintain 2-to 3-inch height until final acceptance of project and turnover to City. 5. Apply custom blend of fertilizer in split applications in early fall and late spring. Two-thirds of the nitrogen should be applied in the fall and one-third in the spring. 6. Planting Bed and Mulch Surface Maintenance Requirements a. Mulch all tree plantings four inches deep with cedar mulch, unless otherwise indicated on the Drawings b. Remove all weed growth on a monthly basis, including those growing in cracks and curbs. 7. Maintenance for Trees and Shrubs a. Water all trees and shrubs to insure optimal growth and establishment during the two growing season maintenance period as required by this Section. New trees should receive two inches per week of irrigation during the first growing season applied over the root system. Normal turf irrigation is generally adequate (one inch per week) for the second growing season. Irrigation rates should be adequate for new trees' establishment even when that is greater tluan water demand for turf. It is the contractor's duty to determine and supply the water needs of trees and shrubs. b. Inspect new plantings on a regular basis. c. Remove tree wrap the next spring season after planting. d. Re -mulch trees on an annual basis to maintain a four -inch deep mulch cover. Maintain tree rings in turf zones as weed free. e. Insect and disease levels shall be monitored and control measured implemented when necessary following IPM practices. Check with Assistant City Forester prior to implementing any control measures. f Remove all tree stakes and guy wires from trees one year after conditional acceptance. g. Fertilizing: In addition to fertilizing of trees, shrubs, ground covers, and lawns herein specified, furnish and apply any additional fertilizers necessary to maintain plantings in a healthy, green, vigorous growing condition during the maintenance period. Do not over apply fertilizer. 8. Inspection: a. The Contractor shall notify the Owner's Representative prior to fertilizing, and spraying operations. b. The Owner's Representative shall perform periodic inspections during the growing season of the site with the Contractor to determine that maintenance is sufficient to insure a healthy condition of the landscape work. A final inspection will be held at the end of the two growing season maintenance period. c. The Landscape Contractor shall be available to meet on site with the Owner's Representative at any time within 24 hours notice during the construction, establishment, or maintenance period. d. Replacements: Immediately replace any plant materials that die or are damaged. Lawns that do not grow shall be resodded. Replacements shall be made to the Specifications as required for original plantings. 3.10 CLEAN UP A. Remove all cans, surplus materials, and other debris from site. Neatly dress and finish all planting areas. Flush walks, paved areas, and the like, clean to the satisfaction of the Owner's Representative. B. Rinse foliage of all plant materials within the construction area as often as necessary to keep the foliage free from dust generated by the work of this contract END OF SECTION Planting Specifications — Page 9 of 9 Downtown Enhancement Project January 15,2003 ARCHITECTURAL SPECIFICATIONS DOWNTOWN ENHANCEMENT PROJECT SECTION PAGE 02223 Selective Site Demolition....................................................................................... Arch. Specs. 2 02870 Site Furnishings..................................................................................................... Arch. Specs. 3-4 03300 Cast -In -Place Concrete.......................................................................................... Arch. Specs. 5-20 04200 Unit Masonry Retaining Walls............................................................................... Arch. Specs. 21-25 04853 Mortar -Placed Stone Assemblies............................................................................ Arch. Specs. 26-30 05500 Metal Fabrications................................................................................................. Arch. Specs. 31-33 09826 Concrete Finish Coatings....................................................................................... Arch. Specs. 34-36 09900 Paints and Coatings................................................................................................ Arch. Specs. 37-40 16500 Lighting................................................................................................................. Arch. Specs. 41-43 Architectural Specifications— Page 1 of43 Downtown Enhancement Project January 15, 2003 SECTION 02223 SELECTIVE SITE DEMOLITION PART 1-GENERAL 1.01 SUNIMARY A. SECTION INCLUDES: 1. Remove and dispose of site elements such as curb and gutter, sidewalks, paving, and plant material and irrigation components designated for removal. 2. Dispose of debris off site. 3. Clean up and leave site prepared for further construction. B. RELATED SECTIONS: 1. Barricades, warning Lights and Signs: Section 01500 Temporary Facilities andControls. 2. Use of Premises: Section 01100 Summary. 1.02 QUALITY ASSURANCE A. REGULATORY REQUIREMENTS: 1. Permits: Obtain all required right of way permits from City of Fort Collins. 1.03 PROJECT CONDITIONS A. ENVIRONMENTAL REQUIREMENTS: Execute demolition in a manner to limit unnecessary dust and noise. PART 2-PRODUCTS NOT REQUIRED PART 3-EXECUTION 3.01 SITE DEMOLITION A. SITE IMPROVEMENTS: Remove existing curb and gutter, sidewalks, paving and other site improvements as indicated. Where new concrete adjoins existing concrete, cut existing concrete to straight line using masonry saw. 3.02 CLEAN-UP A. CLEANING: During demolition operations, keep premises free from accumulations of wastes material or rubbish caused by employees or work, and at completion of work remove rubbish, tools and surplus material and leave premises clean and ready for subsequent work. Promptly remove waste, nrbbish or debris from site. END OF SECTION Architectural Specifications — Page 2 of 43 Downtown Enhancement Project January 15,2003 SECTION 02870 SITE FURNISHIM PART 1- GENERAL 1.01 SUMMARY: WORK INCLUDED: Furnish and install all site furnishings, including benches as shown on the drawings or specified herein, or as required to complete the work. 1.02 SUBMITTALS: SUBMITTAL PROCEDURES: Refer to Section 01300. PRODUCT DATA: Submit manufacturer's published descriptive literature and complete specifications for products specified herein. SHOP DRAWINGS: Submit complete shop drawings, including installation details, dimensions, interface or attachment to adjacent work, and notation or identification of finishes for work specified herein. SAMPLES: Submit manufacturer's standard color samples for selection by the Landscape Architect. 1.03 DELIVERY, STORAGE, AND HANDLING: PACKING AND SHIPPING: Deliver materials and products in manufacturer's original protective shipping crates, containers, or packaging with labels intact and legible. ACCEPTANCE AT SITE: Do not accept site furnishings until ready for installation or until adequate, protected storage facilities are available. PART 2-PRODUCTS 2.01 MANUFACTURER: BASIS OF SPECIFICATIONS: Except as otherwise noted, products of Columbia Cascade Company, Portland, Oregon, are specified herein to establish a standard of material, quality, and aesthetic appearance. Approved substitute products of other manufacturers will be accepted in accordance with the provisions of Section 01600. 2.02 PRODUCT DESCRIPTION: BENCHES: Timberform "Renaissance" Model 2802-6, or approved substitute, all -steel, 6' long bench seats with arms fabricated from square steel tubing and flat steel straps, powder -coated with manufacturer's standard polymeric urethane finish, color as selected by the Architect. Architectural specifications — Page 3 of 43 Downtown Enhancement Project January 15,2003 PART 3-EXECUTION — 3.01 EXANIINATION: VERIFICATION OF CONDITIONS: Examine areas and conditions under which the work of this — Section will be performed. Do not proceed with the work until unsatisfactory conditions have been corrected. Commencement of work implies acceptance of all areas and conditions. 3.02 INSTALLATION: GENERAL: _ Install site furnishings in accordance with manufacturer's instructions and approved shop drawings. Install benches with expansion anchors of type and size recommended by manufacturer. Install owners bicycle racks by direct embedment in concrete footings as shown on drawings. 3.03 PROTECTION: PROTECTIONS OF WORK: Protect completed or in -place site furnishings from damage due to subsequent construction or finishing activities. END OF SECTION Architectural Specifications — Page 4 of 43 Downtown Enhancement Project January 15,2003 SECTION 03300 CAST -IN -PLACE CONCRETE PART 1-GENERAL 1.01 WORK INCLUDED Extent of work is shown on the Drawings, including schedules, notes and details which show size and location of members and type of concrete to be poured. Furnish all labor, material and equipment necessary for and incidental to the completion of all concrete work. Concrete work includes, but is not necessarily limited to, the following: Formwork, complete with required shoring, reshoring, bracing and anchorage. Concrete reinforcing complete with required supports, spacers and related accessories. Cast -in -Place concrete. 1.02 RELATED WORK Section 0 14 10-Testing Laboratory Services: Owner paid testing laboratory services. Section 01440-Contractor's Quality Control: Qualitycontrol. Section 04300-Unit Masonry: Masonry anchors, reinforcement for masonry and fill for bond beams, lintels and concrete unit masonry cores. Section 05500-Metal Fabrications: Sleeves, anchors, inserts and other embedded items to be cast in concrete. Section 09826-Concrete Finish Coatings: 1.03 REFERENCES The work under this section shall be subject to all applicable provisions of the state and local building and safety codes and other codes and standards referenced in this specification In case of conflict among documents, including architectural and structural drawings and specifications, notify the Landscape Architect prior to submitting proposal. In case of conflict between the structural drawings and specifications, the strictest interpretation shall govern. All references shall be latest editions. REFERENCE STANDARDS: Comply with following except as modified by supplementary requirements of this project specification. ACI 117-90-Standard Specifications for Tolerances for Concrete Construction and Materials. ACI 301-96-Standard Specification for Structural Concrete. ACI 306.1-90-Standard Specifications for Cold Weather Concreting. Architectural Specifications — Page 5 of 43 Downtown Enhancement Project January 15, 2003 ACI 308.1-98-Standard Specification for Curing Concrete. ACI 318-95-Building Code Requirements for Structural Concrete, Parts 2 and 3. ASTM C94-96-Standard Specification for Ready -Mixed Concrete. - ASTM C494-92-Standard Specification for Chemical Admixtures for Concrete. GUIDE REFERENCES AND STANDARD PRACTICES: ACI 21-1.5R-96-Guide for Submittal of Concrete Proportions. ACI 305R-91-Hot Weather Concreting. ACI 309R-96-Guide for Consolidation of Concrete. FIELD REFERENCES: Keep at least one (1) copy of ACI 301 on site at all times. Other reference standards listed above shall be kept on site when directed by Architect or Engineer. 1.04 QUALITY ASSURANCE The Contractor is responsible for quality control, including workmanship and materials furnished by his subcontractors and suppliers. Inspection or testing by the Owner does not relieve the Contractor of his responsibility to perform the Work in Accordance with the Contract Documents. Workmanship: The Contractor is responsible and shall bear the cost of correcting concrete work which does not conform to the specified requirements, including, but not limited to, strength, tolerances, and finishes. Correct deficient concrete by means acceptable to the Landscape Architect. The cost of extra work incurred by the Landscape Architect to approve corrective work — shall be borne b the Contractor. TESTING AGENCY: All testing will be conducted by approved testing laboratory. See Field Quality Control -Part 3 and Section 01450. Test Reports: Reports of control tests, special tests and ore tests specified under Field Quality Control in Part 3 shall be distributed by independent testing laboratory in accordance with Section 01450. SOURCE QUALITY CONTROL: Landscape Architect shall be offered uninterrupted access to ready -mix batching plant while work is in progress. RECORD OF WORK: Keep record listing time, location and date of placement of concrete for structure. Keep such record until completion of project and make available to Landscape Architect for examination at any time. PRE -INSTALLATION CONFERENCE: Before submittal of mix designs, hold conference with General Contractor's superintendent, independent testing laboratory, concrete formwork installer, reinforcement installer, concrete supplier, concrete installer, pumping equipment operator, and manufacturer(s) representative(s) in accordance with Section 01600. Also notify Landscape Architect and Structural Engineer of meeting at least 10 days in advance. Discuss all matters pertaining to proper forming, reinforcement placement, concrete supply, concrete placing, concrete testing and concrete curing. Architectural Specifications — Page 6 of 43 Downtown Enhancement Project January 15, 2003 Take minutes and distribute to attending parties, Landscape Architect and Structural Engineer, PLACEMENT OF REINFORCING BARS INCLUDING POST -TENSION TENDONS: The independent Testing Laboratory will inspect the placement of all reinforcing steel and post - tension tendons prior to the placement of the concrete. Bar placement shall conform to that indicated in the Contract Documents and ACI general requirements including size of reinforcing, cover provided, and spacing of bars and ties. The Independent Testing Laboratory shall make a written report to the Landscape Architect/Engineer after each inspection indicating whether the placement of reinforcing conforms to the Contract Documents. The Contractor will verify that the placement of reinforcing steel meets the requirements of the Contract Documents and has been inspected and approved by the Independent Testing Laboratory prior to the placement of concrete. RECORD OF WORK: A record shall be kept by the General Contractor listing the time and date of placement of all concrete for the structure. Such record shall be kept until the completion of the project and shall be available to the Landscape Architect for examination at any time. 1.05 SUBMITTALS Submit Shop Drawings, Product Data and Samples in accordance with Section 01300. Mix Designs: Submit substantiating data for each concrete mix design contemplated for use to the Landscape Architect not less than 3 weeks prior to first concrete placement. Data for each mix shall, as a minimum, include the following: Mix identification designation (unique for each mix submitted). a. Statement of intended use for mix b. Mix proportions, including all admixtures used. C. Product data and/or certifications verifying conformance of all mix materials, including admixtures, with specified requirements. d. Wet and dry unit weight. e. Entrained air content. f. Design slump. g. Required average strength qualification data per ACI 301 3.9.1 and 3.9.2. Submit separate qualification data for each production facility which will supply concrete to the project. h. Average strength qualification data (trial mix data or field test data per ACI 301 3.9.3). When field test data is used to qualify average strength, submit separate qualification data for each production facility which will supply concrete to the project. i. Field test data submitted under g. and It. above shall include copies of the Concrete Testing Agency's reports from which the data was compiled. j. Submit one copy of a representative concrete batch trip ticket containing information as specified in paragraph 1.04 B 5 or these specifications. Architectural Specifications — Page 7 of 43 Downtown Enhancement Project January 15, 2003 Separate design mixes are required for each strength and class of concrete, each change in type and/or quantity of mix materials including admixtures, each change in slump limits, and each change in entrained air content - For concrete placed by pumping, separate mix designs are required for each 100 feet of vertical or horizontal distance from the pump to the point of discharge. This requirement may be waived if evidence acceptable to the Landscape Architect is submitted demonstrating, by previous successful experience, that the proposed mix will meet all requirements of these specifications, when sampled at the point of discharge, over the full range of distances required. Submit Product Data with application and installation instructions for proprietary materials and items including reinforcement and forming accessories, admixtures, patching compounds, epoxies, grouts, dry -shake finish material, hardeners, sealer, waterstops, joint systems and others as required by the Landscape Architect. Submit Shop Drawings for fabrication, bending and placement of concrete reinforcement Comply with ACI Detailing Manual (SP 66). Provide in. scale elevations of all walls with reinforcing shown. Include special reinforcement required at openings through concrete structure. Include all accessories specified and required to support reinforcement Obtain from General Contractor location of proposed constructions joints and show them on the shop drawings. Submit detailed concrete placement and layout drawings at 1/4"-0" scale with all concrete lines edges, surfaces, etc., dimensioned to column lines. Show all concrete thickness, beam and joist sizes, embedded items (other than rebar), recesses, slab breaks, depressions, slopes to drain, construction joints, control joints, expansion joints. Submit samples of concrete materials if requested by the Landscape Architect, including [tames, sources, and descriptions. Submit curing compound product data and verification of its acceptable compatibility with type of concrete penetrating sealer and waterproofing used. Submit materials certificates, mill test reports, and materials laboratory test reports, if requested by the Landscape Architect, attesting that each material item complies with or exceeds the specified requirements. Submit shop drawings, by the precast supplier, locating all embedded plates required in the cast - in -place concrete to support precast members. Submit shop drawings, by the precast supplier, locating all embedded plates required in the cast - in -placed concrete to support precast members. AGGREGATE REPORTS. Reports on aggregates shall include the following information: Fine Aggregate. a. Source and type. b. Gradation and fineness modulus. c. Deleterious substances. d. Water-soluble chloride ion. e. Sand equivalent. f Alkali reactivity potential. Architectural Specifications — Page 8 of 43 22.0 PURCHASING RESTRICTIONS. Purchasing restrictions: The Bidder's authorized signature of this Bi assures the Bidder's compliance with the City's purchasing restrictions copy of the resolutions are available for review in the Purchasing and R_.: Management Division or the City Clerk's office. A. Cement Restrictions: City of Fort Collins Resolution 91-121 requi that suppliers and producers of cement or products containing cemer to certify that the cement was not made in cement kilns that bus 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 s Bid will be rejected and reported to authorities as such. Your authorizE signature of this Bid assures that such Bid is genuine and is not — collusive or sham Bid. 24.0 BID RESULTS. For information regarding results for individual Bids send a se addressed, self -stamped envelope and a Bid tally will be mailed to yot Bid results will be posted in the Purchasing office seven (7) days aft the Bid Opening. END OF SECTION 7/96 Section 00100 Page 8 Downtown Enhancement Project January 15, 2003 Coarse Aggregate (each nominal size). a. Source and type. b. Gradation and abrasion loss. c. Deleterious substances. d. Results of sodium or magnesium sulfate soundness test. e. Water-soluble chloride ion f. Alkali reactivity potential. Combined Aggregates. a. Gradation of coarse aggregate, when two or more maximum nominal size aggregates are used. b. Gradation of total aggregates. c. Maximum nominal aggregate size selected. In lieu of testing for alkali reactivity, the concrete mix design shall be developed with cements and/or fly ash to counter the effects of alkali -silica reactivity. 1.06 DELIVERY, STORAGE, AND HANDLING General: Materials handling and hatching shall conform to applicable provisions of ASTM C94. Hauling Time: Discharge concrete transmitted in truck mixer, agitator or other transportation device within 1-1/2 hours after mixing water has been added. Extra Water: Deliver concrete to site in exact quantities required by design mix. Should extra water be required for workability before depositing concrete and water/cement ratio of accepted mix design will not be exceeded, General Contractor's superintendent shall have sole authority to authorize addition of water. Any additional water added to mix after leaving batch plant shall be indicated on truck ticket and signed by person responsible. Where extra water is added to concrete it shall be mixed thoroughly for 50 revolutions of drum before depositing. Water may be added at the site only once for each batch. When water is added at the site, concrete test samples shall be taken only after the addition of the water. Test samples shall be taken after the addition of water, if any. Redosage with High Range Water Reducing Admixture (Suerplasticizer): May be done with prior acceptance of Landscape Architect regarding dosage and time periods. 1.07 PROJECT CONDITIONS Environmental Requirements: Cold Weather Placement: Architectural Specifications — Page 9 of 43 Downtown Enhancement Project January 15, 2003 a. When for three successive days prior to concrete placement the average daily outdoor temperature drops below 40 degrees F or when the average outdoor temperature is expected to drop below 40 degrees F on the day of concrete placement, preparation, protection and curing of concrete shall comply with ACI 306.1. b. Minimum temperature of concrete upon delivery shall conform to ACI 3014.2.2.7. Concrete temperature at placement shall conform to minimum values of ACI 306.1 Table 3.2.1, and shall not exceed minimum values by more than 20 degrees F. — c. Subject to acceptance of Landscape Architect, an accelerating admixture may be used. Admixtures shall meet requirements of Part 2. Calcium Chloride and other chloride -type accelerating admixtures will not be allowed. _ d. Subject to acceptance of Landscape Architect, Contractor may substitute cement for equal weight of fly ash in design ix. e. Comply with concrete protection temperature requirements of ACI 306.1. Record concrete temperatures during specified protection period at intervals not to exceed 16 — hours and no less than twice during any 24 hour period. f. Submittal of detailed procedures, means and methods for production, transportation, placement, protection, curing, and temperature monitoring of concrete during cold weather is not required. Hot Weather Placement: a. When depositing concrete in hot weather, follow recommendation of ACI 305R. b. Temperature of concrete at time of placement shall not exceed 85 degrees F. c. When air temperatures on day of placement are expected to exceed 90 degrees F, mix ingredients shall be cooled before mixing. Flake ice or well -crushed ice of a size that _ will melt completely during mixing may be substituted for all or part of mix water. d. Retarding Admixture may be used subject to acceptance of Landscape Architects Admixtures shall meet requirements of Part 2. e. Protect to prevent rapid drying. Start finishing and curing as soon as possible. Unless adequate protection is provided, concrete shall not be placed during rain, sleet, or snow. Rainwater shall not be allowed to increase the mixing water nor to damage the surface finish PART 2-PRODUCTS 2.01 CONCRETE FORMS FORM MATERIALS: Comply with ACI 301 as supplemented and modified in this section. CYLINDRICAL COLUMNS AND SUPPORTS: Form round section members with paper or fiber tubes, constructed of laminated plies using water-resistant type adhesive with wax - impregnated exterior for weather and moisture protection. Provide units with sufficient wall thickness to resist deformation due to loads imposed by wet concrete. Earth cuts (ACI 3014.1.3) may be used as forms for wall footings pier and pile caps and grade beams below fish grade when only soil conditions are non -expansive and acceptable to the Structural Engineer. FORMS FOR UNEXPOSED FINISH CONCRETE: Unless otherwise specified, formwork for unexposed concrete surfaces shall be constructed with plywood, lurrlber, metal o other suitable material. Lumber shall be dressed on at least two edges and one side for tight fit. Architectural Specifications — Page 10 of 43 Downtown Enhancement Project January 15,2003 FORM COATINGS: Provide commercial formulation form -mating compounds that will not bond with, stain, or adversely affect concrete surfaces and will not impair subsequent treatments of concrete surfaces. 2.02 REINFORCEMENT REINFORCING STEEL BARS: ASTM A615, Grade 60. Welding reinforcing bars not permitted excepts where specifically indicated. All reinforcing required to be welded shall conform to ASTM A-706, Grade 60. Tie bars of #3 and #4 may be Grade 40. WELDED WIRE FABRIC: ASTM A185. WELDED WIRE FABRIC: Mesh size and gauge as indicated on the Drawings. Conform to ASTM A 185, plain in flat sheets. Finish: Plain. TIE WIRE: Tie wire shall be annealed steel tie wire, minimum 16 gauge. SUPPORTS FOR REINFORCEMENT: Provide supports for reinforcement including bolsters, chairs, spacers and other devices for spacing, supporting and fastening reinforcement in place, in accordance with the recommendations of the Concrete Reinforcing Steel Institute. Use supports with sand plates or horizontal mutters where base material will not support chair legs for slab -on -grade. For exposed -to -view concrete surfaces: Provide supports with legs, plastic tipped, where legs of supports contact forms. All materials That come in direct contact with coated bars, such as slab bolsters, high chairs, tie wires, etc., shall be plastic coated. Provide accessories and supports for welded wire fabric and reinforcement in composite concrete slabs as shown on the Drawings. 2.03 MATERIALS ACI 301: Provide materials in accordance with ACI 301, paragraphs as listed, unless amended or superseded by requirements of this section or general notes on Structural Drawings. Concrete Materials: ACI 3014.2.1. Ready -mixed Concrete: ASTM C94. On -site mixed concrete not allowed. Cement: ASTM C150, Type 1/11. Fly ash will be allowed as a cementitious component of the mix unless otherwise indicated under concrete mix types. Fly ash shall conform to ASTM C618 Class C or F. Fly ash shall not exceed 15% of total cementitious material by weight. Aggregate: ASTM C33, obtained from same source throughout project: a. Fine Aggregate: Natural sand Architectural Specifications — Page l 1 of 43 Downtown Enhancement Project January 15,2003 b. Coarse Aggregate: Gravel or crushed stone containing no deleterious substances which cause surface spalling. Water. Potable. Air Entraining Agent: ASTM C260. Water Reducing Admixture: ASTM C494, Type A: a. Eagle Admixtures Conad N. b. Euclid Eucon WR-75, WR-89, or WR-91. c. Master Builders Pozzolith 200. d. Prokrete Industries Prokrete-N. e. Sika Plastocrete 161. f. Approved substitute in accordance with Section 01600. High Range Water Reducing Admixture (Superplasticizer): ASTM C 494, Type F or G: a. Euclid Eucon 37 or 537. b. Sika Sikament 300. c. Master Builders Rheobuild 100. d. Approved substitute in accordance with Section 01600. Non -corrosive, Non -Chloride Accelerator: ASTM C494. Type C or E, containing not more chloride ions than present in municipal drinking water and with long term test data from independent testing laboratory providing non -corrosive effect on reinforcing steel: a. Euclid Accelguard 80 or 90. b. W.R. Grace Daraset. c. Sika Plastocrete 161 FL. d. Approved substitute in accordance with Section 01600. Calcium chloride and admixtures containing more than 0.10 percent chloride ions or sodium thiocyanates not allowed. Water -Reducing, Retarding Admixture: ASTM C494, Type D. a. Euclid Eucon Retarder 75. b. W.R. Grace Daratard-17. c. Sika Plastocrete 161R d. Approved substitute in accordance with Section 01600. Miscellaneous Materials: Curing Compound -Vertical Surfaces: ASTM C309. Curing Compound -Interior Slabs to Receive Resilient Flooring or Chemical Hardener: VOC- compliant, non -membrane forming penetrating type. a. L&M Cure b. US Spec Permasil. c. Approved substitute in accordance with Section 01600. Comply with requirements of floor finish manufacturers. Curing and Sealing Compound -Interior Slabs to Remain Exposed Without Hardener and Exterior Concrete: ASTM C309, Type I and ASTM C1315, Class B. Minimum 30% solids content, maximum moisture loss of 0.030 grams per square centimeter (300 square feet per gallon coverage): a. L&M Dress & Seal WB 30. b. Approved substitute in accordance with Section 01600. Comply with requirements of floor finish manufacturers. Architectural Specifications — Page 12 of 43 Downtown Enhancement Project January 15, 2003 Floor Sealer: Second coat of Curing and Sealing Compound -Interior Slabs to remain exposed as specified above. Moisture -Retaining Cover: One of the following, complying with ASTM C 171. d. Waterproof paper. e. Polyethylene film. f. Polyethylene -coated burlap. 2.04 ADHESIVES AND BONDING COMPOUNDS EPDXY ADHESIVES FOR USE IN ALL STRUCTURAL REPAIRS: Two component. 100% solids, 100% reactive compound suitable for use on dry or damp surfaces and comply with ASTM C881. Euclid Euco Epoxy 452 or 620. Sika Sikadur 32 M-Mod or Armatec 110. Approved substitute in accordance with Section 01600. Where epoxy injection procedures are used, use low viscosity epoxy made by one of above manufacturers. BONDING COMPOUND (INTERIOR ONLY): Euclid Euco Weld. Larsen Products Weldcrete. Sika Sikabond Approved substitute in accordance with Section 01600. Use only at areas not subject to moisture. EPDXY JOINT FILLER/SEALER: Two component, flexible, solvent -free, moisture insensitive compound with minimum ASTM D2240 Shore A hardness of 80 at 28 days. Use self -leveling formulation for floors. Use non -sag formulation for vertical and overhead joints. Euclid Euco 700. Sika Sikadur 51 NS/SL. Approved substitute in accordance with Section 01600. 2.05 PROPORTIONING AND DESIGN OF MIXES REFERENCE STANDARDS: ACI 301 Section 4, and ACI 318, Chapter 4. DESIGN: Proportion ingredients for mixes in accordance with ACI 301 4.2.2 and 4.2.3. Should Contractor require special mix due to structural requirements, weather or materials, submit samples of cement and aggregate to be used to approved testing laboratory. Testing laboratory will make analysis of materials and design proper mix to be used. DURABILITY: Conform to ACI 301 4.2.2 and ACI 318 Chapter 4 as modified herein Concrete Exposed to Weather or Freeze -Thaw: Meet requirements of ACI 301 and 318 Tables 4.2.2 and 4.2.3 except that concrete shall have a water -cement ratio not exceeding 0.45. Concrete Exposed to Deicers or Aggressive Chemicals in Service: Concrete shall have a water cement ratio not exceeding 0.40. Architectural Specifications — Page 13 of 43 Downtown Enhancement Project January 15,2003 Calculation of Water-cementitious material ratios: Water includes free surface moisture on aggregates and liquid as mixture. SLUMP: Design concrete mixes to provide slumps indicated under mix type. Concrete Containing High Range Water Reducing Admixture (Superplasticizer): Slump of 2-3" upon arrival at site, maximum slump of 8" after addition of superplasticizer. Other Concrete: Maximum 4". ADMIXTURES: General: No admixtures will be allowed except as specified herein unless authorized by the Landscape Architect. All requests for approval or substitution must be made by the General Contractor and be accompanied by sufficient information and test by the General Contractor and be accompanied by sufficient information and test by the General Contractor and be accompanied by sufficient information and test data for evaluation. All admixtures shall be chemically compatible with cementitious materials and all other admixtures used in the mix. All admixtures shall be chloride free. No calcium chloride shall be added to concrete. CHLORIDE IONS: Maximum water soluble chloride ion concentration in concrete mix shall not exceed 0.15 percent by weight of cementitious materials. MIXING: Add aggregate and approximately two-thirds of required water to mixer first and mix minimum of 70 revolutions at mixing speed to ensure wetting of all aggregate particles, then add cement, air entraining agent and remaining water and mix minimum of 30 revolutions at mixing speed. 2.02 CONCRETE MIX TYPES CONCRETE MIXES: Mix A -For Footings, Cast -in -Place Walls, and Miscellaneous Concrete: 4000 psi minimum compressive strength at age of 28 days. Type 1/II Cement minimum of 517 pounds cementitious material per cubic yard. One Inch Maximum Aggregate Size. 6% +or- 1-1/2% Entrained Air. Inch Maximum Slump. Mix B-For Miscellaneous Exterior Concrete: 4000 psi minimum compressive strength at age of 28 days. 600 psi minimum Modulus of Rupture at age of 28 days. Type I Cement, minimum of 6.5 bags per cubic yard. Fly ash not allowed. One Inch Maximum Aggregate, complying with ASTM C33 and CDOT Section 703. 6% +or- 2% Entrained Air. 4 Inches Maximum Slump. Water Reducing Agent: Use in accordance with manufacturer's recommendations. Architectural Specifications — Page 14 of 43 Downtown Enhancement Project January 15, 2003 ADMIXTURES: Non -Corrosive, Non -Chloride Accelerator: Use at all concrete slabs placed at air temperature below 50 degrees F. Air Entraining Agent: Use at all concrete required to be air entrained. Superplasticizer: Contractor's option at: a. All pumped concrete. b. Concrete with water/cement ratio below 0.50. MIX DESIGNS: Identify by mix identification letter. PART 3-EXECUTION 3.01 EXAMINATION LANDSCAPE ARCHITECT'S REVIEW: Provide minimum of 48 hour notice to Landscape Architect to allow him to review forms and reinforcement just before concrete is placed and to observe placing of concrete. CONTRACTOR'S REVIEW: Contractor shall inspect forms and reinforcing prior to concrete placement to assure accurate placement of embedded items. 3.02 GENERAL Install concrete work in accordance with ACI 301, paragraphs as listed unless amended or superseded by this section or notes on Drawings. 3.03 PREPARATION Do not begin concrete work until operations are complete enough to allow placement to be carried on as continuous operation for entire section that is to be placed. Clean equipment for mixing and transporting concrete. Forms: Cleaned of debris and ice, wetted (except in freezing weather) and coated as specified under Section 03100. If water accumulates in forms, pump out before concrete is deposited. Clearly mark finish top surface of vertical members on form walls. Protection: Cover masonry walls, glazing, and other finish materials with polyethylene or otherwise protect from damage due to placing of slabs, sidewalks or floors above. 3.04 PLACEMENT GENERAL: Comply with ACI 301, Section 5, PLACEMENT: Place concrete in approximately uniform horizontal layers not over twelve inches in height. Piling up of concrete in forms or chuting in manner to separate aggregates will not be permitted. Do not drop concrete in free fall over 5 feet. WATER: Prevent accumulations of water on surface of concrete due to water gain, segregation, or other causes, during placement or compacting. Make provision for removal of water as may accumulate so that concrete not be placed in such accumulation. Architectural Specifications — Page 15 of 43 Downtown Enhancement Project January 15, 2003 CONSOLIDATION: Consolidate concrete during and immediately after depositing by means of mechanical vibrators. Supplement by hand spading at corners and angles of forms, around embedded fixtures and in other difficult areas. Mechanical Vibrator. Comply with ACI 301, Table 5.3.2.5. Do not use vibrators to transport concrete inside forms. Insert and withdraw vibrators vertically at uniformly spaced locations not farther than visible effectiveness of machine. Place vibrators to rapidly penetrate placed layer and at least 6" into preceding layer. Do not insert vibrators into lower layers of concrete that have begun to set. At each insertion, limit duration of vibration to time necessary to consolidate concrete and complete embedment of reinforcement and other embedded items without causing segregation of mix. FINISHING: Where tops of cast -in -place concrete walls will form finished surface, immediately finish concrete in form by skilled cement finisher. Walls or surfaces not finished to level subject to removal and replacement. 3.05 CONSTRUCTION JOINTS OF STRUCTURAL MEMBERS Construction Joints of Structural Members: ACI 301 5.3.2.6. Use polyvinyl acetate bonding compound, applied as recommended by manufacturer. Joints Subject to Moisture: Do not use bonding compound, use epoxy adhesive. Use of other bonding methods such as surface retarder, Portland cement grout, or roughening of surface not allowed without written acceptance of Landscape Architect 3.06 REPAIR OF SURFACE DEFECTS REFERENCE STANDARD: ACI 301 5.3.7. INSPECTION: Allow Landscape Architect to inspect concrete surfaces immediately upon removal of forms. REPAIR: Modify or replace concrete not conforming to required lines, details, and elevation. Repair or replace concrete not properly placed resulting in excessive honeycombing and other defects. Do not patch, repair or replace exposed architectural finished concrete except upon express direction of Landscape Architect. Patch holes and defects. REPAIR DEFECTS IN STRUCTURAL CONCRETE WALLS AS FOLLOWS: Deep Defects Exposing Reinforcing: Chip to sound concrete and clean thoroughly to remove loose concrete and dust. Apply thin coat epoxy adhesive. Form and pour full with no -shrink grout prior to development of tack -free condition epoxy adhesive. Strip forms after grout has hardened and provide specified finish. Moist cure and apply clear curing and sealing compound immediately after finishing. Architectural Specifications — Page 16 of 43 Downtown Enhancement Project January 15, 2003 Defects Greater Than ''/z inch Depth Not Exposing Reinforcing: Chip, clean and apply epoxy adhesive. Place or dry pack using non -shrink grout prior to development of tack -free condition of epoxy adhesive. If dry pack consistency is required, use non -shrink grout damp pack formula. Provide specified finish and cure. Defects Less Than ''/z inch Depth and All Tie Holes: For concrete having a specified compressive strength of 5,000psi or less: Chip and clean per 1. above. Dry pack, finish and cure per 1. above. Other equivalent repair procedures may be used subject to review of Landscape Architect. UNFORMED SURFACES: Test unformed surfaces, such as monolithic slabs, for smoothness and verify surface plane to tolerances specified for each surface and finish. Correct low and high area as herein specified. Test unformed surfaces sloped to drain for trueness of slope in addition to smoothness using a template having required slope. Correct high areas in unformed surfaces by grinding or other methods acceptable to the Landscape Architect after concrete has cured a minimum of 14 days. Correct low areas in unformed surfaces during or immediately after completion of surface finishing operations by cutting out low areas and replacing with fresh concrete. Finish repaired areas to blend with adjacent concrete. Where acceptable to Landscape Architect, the specified urderlayment compound, applied in accordance with the manufacturer's instructions, may be used. Repair defective areas, except random cracks and single holes not exceeding 1" diameter, by cutting out and replacing with fresh concrete. Remove defective areas to sound concrete with clean square cuts and expose reinforcing steel with patching concrete of same materials to provide concrete of same type or class as original concrete. Place, compact and finish to blend with adjacent finished concrete. Cure in same manner as adjacent concrete. Repair isolated random cracks and single holes not over 1" in diameter by dry pack method. Groove top of cracks and cut out holes to sound concrete and clean of dust, dirt and loose particles. Dampen cleaned surfaces and apply specified bonding compound. Mix dry pack, consisting of one part Portland cement to 2-1/2 parts fine aggregate passing a No. 16 mesh sieve. Using only enough water as required for handling and placing. Place dry pack after bonding compound has dried Compact dry pack mixture in place and finish to match adjacent concrete. Keep patched area continuously moist for not less than 72 hours. 3.07 TREATMENT OF FORMED SURFACES REFERENCE STANDARD: ACI 301 5.3.3. FORM REMOVAL: Finish and cure concrete surfaces covered by formwork immediately after forms have been removed. Do not expose more surface area than can be finished and cured in one working day. PATCHING: Patch voids, honeycombs or damaged areas in accordance with repair of surface defects above. Add white cement to patching grout as required to match color of existing concrete where patches are exposed to views. Patch all tie holes unless otherwise indicated on Drawings. Architectural Specifications - Page 17 of 43 Downtown Enhancement Project January 15, 2003 Use specified bonding compound and epoxy adhesive. LAITANCE: Remove deposits of laitance occurring on top of concrete surfaces as soon as - concrete has hardened sufficiently to prevent injury to concrete. Repair areas where laitance is removed as specified for patching. UNEXPOSED CONCRETE SURFACES: Treat surfaces of concrete wall, slabs, beams, and columns, which are to be covered by subsequent work, as specified under Patching. OTHER EXPOSED CONCRETE SURFACES: Carefully protect form damage and soiling concrete surfaces, both interior and exterior, to remain exposed but unpainted. Patch where required as specified finder Patching. Upon completion of work, reclean damaged or soiled surface as required to make clean, smooth and finished in every respect. 3.08 CURING AND PROTECTION A. Reference Standards: ACI 301 5.3.6 and ACI 308.1. B. Protection: Protect exposed surfaces of concrete from premature drying and frost. Protect freshly placed concrete from rain damage. Protect finished slabs from mortar leakage from pouring of slabs above. C. Form Removal: Do not remove forms until times as specified. Remove carefully to not injure concrete surface. Protect edges and corners to prevent cracking, chipping or other damage and premature drying- D. Vertical Surfaces: Clean surfaces of loose sand, mortar, debris and grout, spray lightly with water and coat with clear or translucent curing compound as soon as possible after removing forms. Apply curing compound same working day that forms are removed. HORIZONTAL SURFACES: As soon as possible after placing concrete, coat exposed horizontal surfaces with curing compound in accordance with manufacturer's recommendations and cover with white polyethylene sheeting of minimum of six mil nominal thickness. Give special attention to providing adequate cluing of slab edges. Provide polyethylene sheeting as wide as practical, edges lapped nummum of six inches, weighted to prevent blowing, and sealed to prevent loss of moisture. Keep sheeting in place a minimum of seven days. PROTECTION: Protect concrete surfaces from staining, cracking, chipping, and other damage during progress of the work, and leave in good condition upon completion. 3.12 FIELD QUALITY CONTROL REFERENCE STANDARD: ACI 3011.6 and 1.7. GENERAL: Testing will be conducted by an approved testing laboratory. See Section 01450. Architectural Specifications — Page 18 of 43 SECTION 00300 BID FORM Downtown Enhancement Project January 15, 2003 TEST PRIORITY: Control tests shall be used to determine concrete quality throughout project; however, special tests shall have precedence over control tests, and core tests shall have precedence over all previous tests. TESTS: Cooperate fully with those making tests. Following tests and procedures are subject to change during construction at discretion of Landscape Architect: Test Reports: In accordance with Section 01450. Slump Tests: The General Contractor shall provide necessary equipment and shall make tests in conformity with ASTM C143. The Contractor shall make slump tests on the first truck of each pour and as often as deemed necessary by the Contractor to maintain the required slum and adequate records. In addition, the Contractor shall make slump tests when directed by the Landscape Architect or Engineer. a. Tests shall be made by person thoroughly familiar with requirements specified. b. Sample concrete at point of placement. c. Should slump exceed limits stated Concrete Mix Types in Part 2, batch shall be rejected. d. Keep accurate record of time, location in work and results of slump tests which shall be available for inspection by Owner and Landscape Architect. Control Tests: a. Control tests of concrete work shall be made on every 50 cubic yards or fraction thereof of concrete placed and, in any case, minimum of once during each day's pour. b. Each test shall consist of six standard 6" test cylinders cast and cured in accordance with ASTM C31 and ASTM C172. c. Sample concrete at point of placement d. Two cylinders shall be broken at end of seven days after placing, three cylinders shall be broken at end of 28 days after placing, and remaining cylinders shall be stored until their disposition is determined by Landscape Architect. e. In general, remaining cylinders will be broken only when previous test reports indicated unsatisfactory results. f. Tests on remaining cylinders shall be at expense of the Contractor. g. Architect reserves right to stop future concrete work when seven or 28 day tests indicate unsatisfactory results until, in his opinion, proper corrective measures have been taken to insure quality concrete in future work and corrections deemed necessary have been make. h. Tests shall be made at time control tests are taken and so stated in reports to determine slump, air content, unit weight and temperature of concrete. i. All tests shall be made in accordance with ASTM C138 or ASTM C231. Special Tests: e. Should Contractor desire control tests to facilitate early removal of forms. They shall be made in addition to those specified for control tests and shall be completely site -cured. f. Expense for making additional test cylinders, testing, curing and protection shall be Contractor's. Strength Level: Considered satisfactory if average of all three sets of consecutive strength test results equal or exceed specified strength and no individual strength test result falls below specified strength by more than 500 psi. Core Tests: a. If, at any time, concrete control test specimens show compressive strength of 28 days below required level, or if concrete has been frozen before it has taken final set, so severely that, in opinion of Landscape Architect, its strength has been adversely affected, Contractor shall, at his own expense, have sufficient core tests taken, number and location to be accepted by Landscape Architect on such portion of work as may have been affected to determine actual conditions of concrete. b. Securing, Preparing and Testing: ASTM C42. Should tests reveal that concrete does not meet requirements of this specification, Contractor shall, at his own expense, replace entire section involved or make corrections deemed necessary by Landscape Architect. Architectural Specifications — Page 19 of 43 Downtown Enhancement Project January 15,2003 Load Tests: a. Should core tests as previously outlined be deemed by Contractor to be inadequate or insufficient, he may at his own expense when authorized by Landscape Architect perform load tests on areas in question. b. Areas selected for testing shall be accepted by Landscape Architect, and test results shall be made in accordance with ACI 318. 3.13 PROTECTION INSTALLED WORK: Protect newly finished waits and steps from weather damage. END OF SECTION Architectural specifications — Page 20 of 43 Downtown Enhancement Project January 15, 2003 SECTION 04200 UNIT MASONRY RETAINING WALLS Part 1-GENERAL 1.01 SECTION INCLUDES Design and construction of segmental retaining walls as indicated in Contract Documents. Engineering design of retaining wall, geosynthetic reinforcement, backfill, and subsurface drainage shall be performed by the Contractor. Contractor shall retain a Geotechnical Engineer to perform the duties specified in this section. 1.02 REFERENCES ASTM C 140 - Standard Test Methods of Sampling and Testing Concrete Masonry Units; 2001. ASTM C 1372 - Standard Specification for Segmental Retaining Wall Units; 2001. ASTM D 422 - Standard Test Method for Particle -Size Analysis of Soils; 1963 (Re approved 1998). ASTM D 698 - Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 ft-lbVft3 (600 kN-m/m3)); 2000a. ASTM D 3034 - Standard Specification for Type PSM Poly(Vinyl Chloride) (PVC) Sewer Pipe and Fittings; 2000. ASTM F 405 - Standard Specification for Corrugated Polyethylene (PE) Pipe and Fittings; 1997. NCMA (SRW) - Design Manual for Segmental Retaining Walls, Second Edition. 1.04 SUBMITTALS Submit in accordance with Section 01300. Submit design submittal at least 2 weeks prior to start of installation; do not begin work until design submittal has been approved by Owner. CERTIFICATIONS: Submit manufacturers' certifications stating that the retaining wall units and geosynthetic reinforcement to be famished meet the requirements of this specification. DESIGN SUBMITTAL: Submit two copies, signed and sealed by a professional Civil Engineer (P.E.) (herein referred to as the Wall Design Engineer) experienced in segmental retaining wall design and licensed in the state where the wall is to be built; include: Detailed design calculations showing compliance with specified design criteria. Wall Design Drawings showing all information necessary for installation; i.e. without the necessity to refer to these contract documents in the field. Architectural Specifications — Page 21 of 43 Downtown Enhancement Project January 15,2003 1.05 QUALITY ASSURANCE Installer Qualifications: A firm experienced in the installation of segmental retaining walls and employing a field construction supervisor with demonstrated experience and qualified to direct all work at the site. 1.06 DELIVERY, STORAGE AND HANDLING Store and handle materials in accordance with manufacturer's recommendations. Protect materials from damage; do not install damaged materials. Keep stored materials reasonably clean; prevent mud, wet concrete, epoxies, and like materials that may affix themselves from coming in contact with materials. PART2-PRODUCTS 2.01 MANUFACTURERS ACCEPTABLE MANUFACTURER: Licensee of VERSA-LOK Retaining Wall Systems; 6348 Highway 36, Suite 1, Oakdale, MN 55128. ASD. Tel: (651) 770-3166 or (800) 770-4525. Fax: (651) 770-4089. www.versa-lok.com Requests for substitutions will be considered in accordance with provisions of Section 01600. 2.02 SEGMENTAL RETAINING WALLS DESIGN AND CONSTRUCT SEGMENTAL RETAINING WALLS IN LOCATIONS INDICATED: Configuration and Dimensions: As indicated on Contract Drawings. Design walls for external stability against sliding and overturning, internal stability, and facial stability of the reinforced soil mass in accordance with acceptable engineering practice, the contract documents, and in accordance with the NCMA Design Manual for Segmental Retaining Wails, using the recommended minimum factors of safety. Vertical spacing between geogrid layers may vary, but may not exceed 24 inches (610 mm). -- Design geosynthetic reinforcement so that there is 100 percent continuous coverage parallel to the wall face without gaps between horizontally adjacent layers of geosynthetic. Provide leveling pad extending at least 6 inches (150 mm) beyond the toe and heel of the lowermost unit and at least 6 inches (150 mm) thick unless concrete is used, which may be 3 inches (75 mm) thick. Provide subdrainage if required by the design; obtain Landscape Architects approval of drainage outlet location. Geotechnical Engineer will perform external stability analysis for bearing capacity, global stability, and total and differential settlement based on the wall design provided by the Wall Design Engineer, make all changes to the design required by the Geotechnical Engineer. SOIL PARAMETERS: Contractor is responsible for determining soil type classifications at the project site for use in preparation of the wall design. Architectural Specifications — Page 22 of 43 Downtown Enhancement Project January 15,2003 If the actual soil conditions encountered during construction differ from those assumed for the design, the Wall Design Engineer shall review and modify the design if required 2.03 MATERIALS RETAINING WALL UNITS: VERSA-LOK Retaining Wall Units; machine formed, portland cement concrete blocks specifically designed for retaining wall applications and complying with ASTM C 1372. Unit Height: 6 inches (150 mm). Face Width: 16 inches (406 mm) ("Standard"). Finish: Split face, textured surface on all vertical surfaces that will be exposed after completion of wall, including exposed sides and backs of units. Design: Straight geometry face, solid through full depth of unit, interlocked with connection pins, with setback to provide 8:1 vertical to horizontal batter (7 degree cant from vertical). Color: Coursing: Overlap units on each successive course. Comers: Overlap units at corners so that walls meeting at comer are interlocked and continuous; mitered corners prohibited Depth (Front face to Rear) to Height Ratio: 2:1, minimum. Weight of 16 Inch (406 mm) Wide Units (Not Including Aggregate Fill in Unit Voids): 123 psf (600 Kg/sq m) wall face area. Manufacturing Tolerances: a. Dimensions: Not more than plus/minus 1/8 inch (3 mm) deviation from specified dimensions, determined in accordance with ASTM C 1372; and to provide maximum gap between adjacent units of not more than 1/8 inch (3 nun). b. Cracks: No cracks longer than 1/2 inch (12 mm); sound and free of cracks or other defects that would interfere with proper installation or significantly impair strength or permanence of structure. c. Chips: No chips visible at a distance of 30 feet (9 m) from wall. Concrete Compressive Strength at 28 Days: 3,000 psi (20.7 MPa); test using specimens conforming to saw -cut coupon provisions of ASTM C 140. Moisture Absorption: 8 percent, by weight, maximum, determined in accordance with ASTM C 1372. CONNECTION PINS: VERSA -Tuff connection puns; glass -reinforced nylon made for use with the retaining wall units supplied. GEOSYNTHETIC REINFORCEMENT: Geogrids or geotextiles manufactured as a soil reinforcement element, with demonstrated performance in previous construction of similar size and type; acceptable product to be determined by Wall Design Engineer. LEVELING PAD MATERIAL: One of the following: Compacted sand, gravel, or combination thereof (USCS soil types GP,GW, SP, & SW), 6 inches (150 mm), minimum, in depth. Lean concrete with compressive strength of 200 to 300 psi (1.4 to 2 MPa), 3 inches (75 mm) thick maximum. DRAINAGE AGGREGATE: Angular, clean stone or granular fill meeting the following gradation as determined in accordance with ASTM D422: Sieve Size 1 inch (25 nun): 100 percent passing. Architectural Specifications — Page 23 of 43 Downtown Enhancement Project January 15, 2003 Sieve Size 3/4 inch (19 mm): 75 to 100 percent passing. Sieve Size No. 4: 0 to 60 percent passing. Sieve Size No. 40: 0 to 50 percent passing. Sieve Size No. 200: 0 to 5 percent passing. DRAINAGE PIPE: One of the following; with or without geotextile filter wrap. Perforated or slotted polyvinyl chloride (PVC) complying with ASTM D 3034. Corrugated high density polyethylene (HDPE) complying with ASTM F 405. SOIL MATERIAL FOR REINFORCED BACKFILL: Inorganic USCS soil types GP, GW, SW, SP, or SM, free of debris, or other material approved by design engineer, and: Meeting the following gradation, as determined in accordance with ASTM D422: a. Sieve Size 4 inches (100 mm): 100 percent passing. b. Sieve Size No. 4: 20 to 100 percent passing. c. Sieve Size No. 40: 0 to 60 percent passing. d. Sieve Size No. 200: 0 to 35 percent passing. Maximum particle size of poorly -graded gravels (GP) (no fines) not exceeding 3/4 inch (19 mm) unless expressly approved by design engineer and long-term design strength (LTDS) of geosynthetic is reduced to account for additional installation damage from largest particles. Plasticity of Fine Fraction: Less than 20. PART 3-EXECUTION 3.01 EXAMINATION Verify location of existing structures and utilities prior to excavation. Protect adjacent structures from the effects of excavation. Excavation support, if required, is responsibility of Contractor. 3.02 INSTALLATION Install in accordance with approved Wall Design Drawings and unit manufacturer's instructions. Take precautions to minimize over -excavation Fill over -excavated areas with compacted soil material for reinforced backfill or leveling pad material at no extra cost to Owner. Following excavation, the Geotechnical Engineer shall examine the bearing soil surface to confirm that soil strength meets or exceeds the assumed design bearing strength. Replace soils not meeting the required strength with satisfactory soils as directed by the Geotechnical Engineer. Lay up wall to dimensions within plus/minus 1 inch (25 mm) from plan locations and within plus/minus 2 degrees face cant from design requirements. Compact fill and backfill to 95 percent of maximum standard Proctor density, in accordance with ASTM D 698 at moisture content within 2 percent of optimum. Use only hand -operated compaction equipment within 36 inches (915 mm) of back of wall units. Architectural Specifications — Page 24 of 43 Downtown Enhancement Project January 15, 2003 At the end of each day's operation, slope the top of backfill away from the wall. At completion of wall construction, if other work such as finish grading, paving, landscaping, or storm drainage adjacent to the wall is not to be installed immediately, grade the top of backfill and provide temporary drainage as required to prevent water ninoff toward the wall. 3.03 PROTECTION Prevent damage to wall and earthwork by subsequent construction and uncontrolled runoff until Substantial Completion. Do not operate or allow others to operate heavy paving or grading equipment within 36 inches (1 m) from the back of the wall face. Do not operate or allow others to operate equipment with wheel loads in excess of 150 psf (1000 kPa) live load within 10 feet (3 m) of the face of the retaining wall. Do not place or allow others to place temporary soil or fill stockpiles adjacent to wall. Repair damage due to failure to protect wall or earthwork. END OF SECTION Architectural Specifications — Page 25 of 43 Downtown Enhancement Project January 15, 2003 SECTION 04853 MORTAR -PLACED STONE ASSEMBLIES PART 1- GENERAL 1.01 SUMMARY: WORK INCLUDED: Fumish and install all cut stone as shown on the Drawings or specified herein, or as required to complete the work. Work includes random cut stone caps. RELATED SECTIONS: Cast in Place Concrete: Section 03300 1.02 REFERENCES: REFERENCE STANDARDS: Comply with the requirements of the reference standards noted herein, except where more stringent requirements are described herein or otherwise required by the Contract Documents. A complete listing of applicable reference standards, including full name of publishing agency and date or edition number, is contained in Section 0 109 1. 1.03 SUBMITTALS: SUBMITTAL PROCEDURES: Refer to Section 01300. SHOP DRAWINGS: Submit complete shop drawings, including installation details, dimensions, and identification of individual stones. SAMPLES: Submit not less than two 12" x 12" samples of each stone type and finish specified herein, in sets sufficient in quantity to show fineness range, color range, and finish. Submit samples of each stone tie and accessory. 1.04 QUALITY ASSURANCE: QUALIFICATIONS: Employ an installer who has not less than five years experience in this type stone of work on projects of similar scope. COORDINATION: Advise installer of other work relating to stone caps of special requirements concerning installation of inserts, anchors, flashings, or other materials which are to be incorporated into or used by stone work. Coordinate location and placement of related work to ensure proper installation of stone caps. FIELD MEASUREMENTS: Verify dimensions in the field prior to cutting or fabrication of work specified herein. Additional compensation will not be allowed for replacement or modification of work resulting from failure to verify dimensions. Architectural Specifications - Page 26 of 43 Downtown Enhancement Project January 15, 2003 1.05 DELIVERY, STORAGE AND HANDLING: PACKING AND SHIPPING: Deliver stone products in bundled pallets or fabricator's protective shipping containers. Do not use packing blocking materials which would stain or discolor stone. Deliver ties and accessories in manufacturer's original protective shipping crates, containers, or packaging with labels intact and legible. ACCEPTANCE AT SITE: Do not accept stone materials until ready for installation or until adequate, protected storage facilities are available. Carefully inspect stone products upon delivery to the site. Immediately reorder replacement units for broken, damaged, or defaced units; patching of stone units is not allowed. STORAGE AND PROTECTION: Store stone products above ground, under cover, in a well -ventilated area protected from the elements. Protect finished surfaces and edges from chipping, scratching, or other damage during shipping, storage, handling, and installation. Store bulk materials such as sand and aggregates in segregated stockpiles in a manner to prevent contamination by mud, dirt, or other foreign materials. PART 2-PRODUCTS 2.01.1 MATERIALS: GENERAL STONE QUALITY: All cut stone shall be of sound stock and uniform texture, free of holes, seams, shakes, clay pockets, spans, stains, starts, and other defects, which could impair the strength, durability, and appearance of the finished work. Supplier shall bring to the Landscape Architect's attention at the time of sample submittal any inherent variations and characteristics of the cut stone and the quarry from which the stone is obtained. Select cut stone for background color, veining, marking, matching, and even shading. Stone with chipped edges and faces or other visible defects will not be allowed. SANDSTONE CAPS: Native quartzitic sandstone complying with ASTM C616, Class 11, obtained from quarries near Masonville, Colorado, as approved by the Landscape Architect and meeting the following physical requirements: Size: Refer to Drawings Face Finish: Natural Cleft Color: ST-1, Masonville Buff ANCHORAGE DEVICES: Concealed Dowels and Pins: Type 304 stainless steel, brass, or bronze, size as indicated or best suited for job conditions, but not less than 1/8" diameter. Anchor Wire: 300 series stainless steel alloy, soft brass, or copper, minimum 8 gage. Accessories: Type 304 stainless steel unless otherwise indicated. Provide all necessary clips, pins, fasteners, or other accessory items required for complete installation. Architectural Specifications — Page 27 of 43 Downtown Enhancement Project January 15, 2003 SEALANT: Two component, non -sagging polyurethane complying with ASTM C920, Type M, Grade NS, Class 25, custom color as selected by the Landscape Architect. Provide manufacturer's written certification of compatibility with stone materials. PRIMER: As recommended by sealant manufacturer for stone type. MORTAR MATERIALS: Portland Cement: ASTM C 150, Type 1, all of same color, containing less than 0.03% of water- soluble alkali as determined by ASTM C 114. Type III cement may be used for cold weather construction, with the Landscape Architect's prior approval. Hydrated Lime: ASTM C207, Type S.. Aggregate: a. Light-colored natural or manufactured sand conforming to the requirements of ASTM C 144, from one source and of one color and gradation. For joints narrower than '/d', use _ gradation with 1001/o passing the No. 16 sieve. b. For colored pointing mortar, provide ground marble, granite, or other sound stone meeting the specified requirements for sand, as required to match the Landscape Architect's approved mortar sample. - Water. Fresh, clean, clear, free from oil, acid, chemicals, animal, or vegetable matter, alkalis or other harmful materials or impurities, potable and suitable for human consumption. Colored Admixtures: Factory -mixed, pure mineral oxide pigments pre -packaged in units to produce the desired color; as manufactured by Solomon Chem/Grind A Series, Tamms or L.M. Scofield. 2.02 MIXES POINTING MORTAR: General: Produce mortar of uniform strength and uniform color for exposed masonry. Use same mix throughout Use of salts of chemicals to prevent freezing is prohibited. Other additives are not permitted unless specified herein. Mortar Mix and Strength: Provide mortar which complies with ASTM C270, TYPE S, minimum -- compressive strength 1800 psi at 28 days. Color Additives: Provide mineral pigment color additives as required to achieve mortar color selected by Landscape Architect. Mix dry enough so that mortar does not blend on face, of stone at time installation. 2.03 FABRICATION: -- CUTTING AND DRILLING: Do all necessary cutting, drilling, back -checking and fitting of stone panels required by anchorage devices and to accommodate the interfacing of the work of other trades with the stone panels. Use diamond -blade or diamond -bit toots for cutting and drilling. EDGE TREATMENT: Provide uniform, square -cut edges with edges slightly eased to remove sharpness. Provide quirked edges at external corners. PART 3-EXECUTION 3.01 EXAMINATION: _ Architectural Specifications — Page 28 of 43 SECTION 00300 BID FORM PROJECT: DOWNTOWN ENHANCEMENT PROJECT; BID NO. 5759 Place City of Fort Collins Date February 12, 2003 1. In compliance with your Invitation to Bid dated January 14, 2003 and subject to all conditions thereof, the undersigned R C H a h ns rnr ion n a ** (Corporation, iimirte-�rabi��rty�'nrrpanp, Part ne#rir,-z3oix-��rrt�e,--e-�o-l�-P�opeieo-r� ** authorized to do business in the State of Colorado hereby proposes to furnish and do everything required by the Contract Documents to which this refers for the construction of all items listed on the following Bid Schedule or Bid Schedules. 2. The undersigned Bidder does hereby declare and stipulate that this proposal is made in good faith, without collusion or connection with any other person or persons Bidding for the same Work, and that it is made in pursuance of and subject to all the terms and conditions of the Invitation to Bid and Instructions to Bidders, the Agreement, the detailed Specifications, and the Drawings pertaining to the Work to be done, all of which have been examined by the undersigned. 3. Accompanying this Bid is a certified or cashier's check or standard Bid bond in the sum of 5% ($ ) 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: )W1 M22M M 7hIgl (nn1t)4 C l pany 5. All the various phases of Work enumerated in. the Contract Documents with their individual jobs and overhead, whether specifically mentioned, included by implication or appurtenant thereto, are to be performed by the CONTRACTOR under one of the items listed in the Bid Schedule, irrespective of whether it is named in said list. 6. Payment for Work performed will be in accordance with the Bid Schedule or Bid Schedules subject to changes as provided in the Contract Documents. 7. The undersigned Bidder hereby acknowledges receipt of Addenda No. through 7/96 Section 00300 Page 1 Downtown Enhancement Project January 15,2003 VERIFICATION OF CONDITIONS: Examine areas and conditions under which the work of this Section will be performed Do not proceed with the work until unsatisfactory conditions have been corrected. Commencement of work implies acceptance of all areas and conditions. 3.02 PREPARATION: SUBSTRATE PREPARATION: Clean all substrates as required to provide proper setting and leveling of stone panels and bonding of mortars or adhesives used in installation. Verify that substrates are level within 1/8" in 10'-0". STONE PREPARATION: Clean backside of stone caps; remove dirt, stains, and other foreign particles or contaminants. 3.03 INSTALLATION: GENERAL: Employ skilled stone masons. Provide all necessary anchors, supports, fasteners, ties, and other accessories shown on the Drawings or required by applicable building codes to secure stone in place. Do all necessary cutting and drilling required to fit stone and to meet job conditions and to install stone caps, square, plumb, and in alignment. Set stones on lead, neoprene, or plastic pads as required to maintain joint spacing. Shim and adjust accessories for proper setting of stone. Provide chases, reveals, reglets, openings and other spaces for contiguous work as indicated or required by field conditions. Close up openings after contiguous work as installed using materials and setting methods to match surrounding stone work. Where stone work contacts ferrous metal surfaces which will be concealed in back-up construction, apply a heavy coat of bituminous paint on metal surfaces prior to setting stone. Do not coat metal surfaces which will be exposed in finish work or surfaces of stainless steel or non- ferrous metals. JOINTS: Provide joints of uniform width not exceeding''/4" between stone caps. If bed joints are set with mortar, rake mortar back as required to accept sealant Rake out joints before mortar sets to allow pointing with sealants as shown. 3.04 CLEANING: CONSTRUCTION CLEANING: Remove al excess materials, packaging materials, debris, and tools; leave the site and work area in clean condition Leave protective coverings in place until final cleaning. STONE CLEANING: Clean stone work not less than seven days after completion, using clean water and stiff bristle brush. Do not use wire brushes or harsh or caustic cleaners. 3.04 PROTECTION AND REPLACEMENT: PROTECTION OF WORK: Protect completed or in -place stone work from damage due to subsequent construction or finishing activities. Architectural Specifications — Page 29 of 43 Downtown Enhancement Project January 15,2003 DAMAGED OR DEFECTIVE WORK: Repair to the satisfaction of the Owner and the Landscape Architect, or replace at no additional cost, work which has been damaged or found to be defective prior to final completion and acceptance of the Work by the Owner. Remove and replace broken, chipped, stained, or damaged stones, or stones which do not match adjacent stone color or pattern Provide new matching stones, install s specified herein, and point up joints to eliminate evidence of replacement. Reseal or repoint defective and unsatisfactory joints as required to provide a neat, uniform appearance. END OF SECTION Architectural Specifications — Page 30 of 43 SECTION 055M METAL FABRICATIONS PART 1-GENERAL Downtown Enhancement Project January t 5, 2003 1.01 SUNRV ARY A. SECTION INCLUDES: Handrail brackets and handrails. B. PRODUCTS SUPPLIED BUT NOT INSTALLED UNDER THIS SECTION: Anchor bolts and weld plates for anchoring metal fabrications installed under Section 03100 Concrete Forms and Accessories. C. RELATED SECTIONS: Paints and Coatings Section 09900 1.02 REFERENCES A. COMPLY WITH FOLLOWING: Detailing, Fabrication and Erection of Steel: AISC specification for Structural Steel Buildings, 1989 Edition. Fabrication, Delivery and Erection of Steel: AISC Code of Standard Practice for Steel Buildings and Bridges, 1992 Edition, Sections 5 through 7. Fabrication, erection, and Dimensional Tolerances for Architecturally Exposed Structural Steel: AISC Code of Standard Practice for Steel Buildings and Bridges, Section 10. Welding: AWS D1.1 Structural Welding Code -Steel. Painting: SSPC Paint Application Specification No. 1 Shop, Field and Maintenance Painting. 1.03 DEFINITIONS A. ARCHITECTURALLY EXPOSED STRUCTURAL STEEL: Steel surfaces and connections fabricated under this Section which will remain exposed and subject to normal view by the public or occupants shall be considered Architecturally Exposed Structural Steel as defined by the AISC Code of Standard Practice, and shall be subject to all requirements for Architecturally Exposed Structural Steel specified in Section 10 of the AISC Code of Standard Practice. 1.04 SUBMITTALS A. SUBMITTALS IN GENERAL: Comply with Section 01330. C. SHOP DRAWINGS: Submit for all custom fabricated items under this Section. Include steel lintels ad steel rails and guardrails. Shop drawings shall clearly indicate the following: a. Profiles, sizes, spacing, and locations of members. b. Connections, attachments, and anchorages. c. Size and type of fasteners. Finishes, coatings and shop painting. Include erection drawings, elevations and details where applicable. Indicate weld lengths and sizes. Architectural Specifications — Page 31 of 43 Downtown Enhancement Project January 15,2003 1.05 QUALITY ASSURANCE A. WELDER QUALIFICATIONS: Welding shall be performed only by certified welding operators currently qualified in accordance with the testing procedures of AWS D 1.1 for the weld types and positions required for the fabrications and installations indicated. 1.06 DELIVERY, STORAGE AND HANDLING A. GENERAL: Comply with Section 01600. - Store metals above ground on platforms, skids, or other support. Protect metals from corrosion. Store other materials I weather tight and dry place, until ready for use. B. MATERIALS TO BE INSTALLED BY OTHERS: Deliver anchor bolts and other anchorage devices which are embedded in cast -in -place concrete or masonry construction to project site in time to be installed before start of cast -in -place concrete operations and masonry work. Provide setting drawings, templates, and directions for installation of anchor bolts and other devices. PART 2 - PRODUCTS 2.01 MATERIALS A. STEEL PIPE AND TUBING: ASTM A53, Grade B, or A500, Grade B, minimum wall thickness 11 gage. B. FASTENERS AND ANCHORS: Bolts: ASTM A307. Nuts: ASTM A563. Washers: ASTM F436. Hooked Anchor Bolts and Threaded Rod Anchors: ASTM A36. C. WELDING MATERIALS FOR STEEL: Filter Metals for Welding: Meet requirements of AWS D1.1 Strength level: In accordance with AISC and AWS specifications for base metals joined, weld type, and direction of applied load to weld. Welding Electrodes: AWS 5.1 or A5.5. 2,02 FABRICATION A. STEEL RAILINGS: Material: 1-1/2" o.d. round pipe unless otherwise indicated. Fabricate to lines, levels and patterns as indicated Joints: Cut, miter and weld all joints. Fill and grind smooth 2.03 SHOP FINISHES A. SHOP PRIIvUNG: Surface Preparation: After fabrication and shop assembly, clean off all loose rust, loose mill scale and weld spatter, slag or flux deposits in accordance with SSPC procedures as follows: a. Surfaces to be Concealed: SP-3 power tool cleaning. b. Surfaces to Exposed: SP-6 commercial blast cleaning. Paint Application: Shop coat fabricated items with shop paint in accordance with SSPC-PA-1. a. Omit shop paint on surfaces to be enclosed in concrete and surfaces to be field welded. b. Shop Paint Thickness: 2.5 dry film mils. Architectural Specifications — Page 32 of 43 Downtown Enhancement Project January 15,2003 Primer: One of the following: a. Tnemec Series 10 modified alkyd primer. b. Society for Protective Coatings Specification SSPC Paint 25 lead and chromate free prime. PART 3 - EXECUTION 3.01 INSTALLATION A. Weld or bolt items securely in place or otherwise fasten as indicated on the Drawings or accepted shop drawings. Include items indicated, scheduled or listed in Article 1.01. B. Install items square and level, accurately fitted and five form distortion or defects. C. FIELD WELDS: Perform field welding in accordance with AWS DI.1. Painted Fabrications: Grind smooth and touch up with compatible primer. D. DRILLED -IN ANCHORS AND INSERTS: Install drilled -in anchors and insets in accordance with manufacturer's recommendations in accurately drilled holes of required diameter and depth. Adhesive Anchors: Thoroughly clean drill hole of all debris and drill dust prior to installation of insert and adhesive. Do not drill holes in concrete or masonry until material has achieved full design strength. 3.02 ADJUSTING A. REPAIR OF DEFECTIVE WORK: Remove stained or otherwise defective work. Replace with new material. B. TOUCH-UP PAINTING 1. Following grinding of field welded connections to exposed steel work, field apply primer of same type and thickness as shop primer. 2. Touch up all primer removed or damaged during erection END OF SECTION Architectural specifications — Page 33 of 43 Downtown Enhancement Project January 15, 2003 SECTION 09826 CONCRETE FINISH COATINGS PART 1- GENERAL 1.01 SUNRv1ARY: WORK INCLUDED: Fumish and install all spray -applied, textured finish or cover coats on exposed concrete surfaces as shown on the Drawings and specified herein, or as required to - complete the Work. RELATED WORK: Exposed architectural concrete finishes are specified in Section 03300. Finish painting is specified in Section 09900. RELATED DOCUMENTS: Drawings, General and Supplementary Conditions, and applicable provisions of Division I Sections apply to this Section. 1.02 SUBMITTALS: SUBMITTAL PROCEDURES: Refer to Section 01300. The applicator shall submit two 305 min x 305 min (12" x 12") samples of each color and texture to be used on the project. The sample(s) shall be made using the same materials, tools and techniques that will be used for the actual project installation. 1.03 QUALITY ASSURANCE: The coating manufacture shall be Dryvit Systems, Inc. The applicator shall be experience and competent in the application of plaster like materials 1.04 DELIVERY, STORAGE, AND HANDLING: PACKING AND SHIPPING: Deliver materials and products in manufacturer's original protective shipping containers, with labels intact and legible. ACCEPTANCE AT SITE: Do not accept materials until ready for installation or until adequate, protected storage facilities are available. STORAGE AND PROTECTION: Store finishing materials above ground, under cover, in a well - ventilated area protected from the elements. Comply with manufacturer's recommendations concerning temperature and relative humidity limitations during storage. Architectural Specifications — Page 34 of 43 Downtown Enhancement Project January 15, 2003 1.05 PROJECT CONDITIONS: ENVIRONMENTAL REQUIREMENTS: Do not apply concrete finish coatings when ambient air or substrate surface temperature is less than 40 degrees F, or when concrete surfaces are wet or moist to the touch. Comply with manufacturer's recommendations for temperature and humidity. PROTECTION: The StuCoat materials shall be protected from weather and other damage prior to, during, and immediately after each application until the coating has sufficiently dried. Adjacent areas and materials shall be protected from damage, drops, and spills during application of the StucCoat materials. PART 2-PRODUCTS 2.01 MANUFACTURER: BASIS OF SPECIFICATIONS: Products of Dryvit Systems, Inc. (Dryvit) are specified herein in order to establish a standard of material, quality, and aesthetic appearance. Approved substitute products of other manufacturers will be accepted in accordance with the provisions of Section 01600. 2.02 MATERIALS: PRIMER: "Dryvit Color Prime-W Acrylic Primer", or approved substitute recommended by the finish coat manufacturer for the substrate material and condition at the time of finish coat application. FINISHING COMPOUND: "Dryvit StucCoat Acrylic Copolymer Finish", or approved substitute, high -build, rapid drying, flexible latex coating complying with FS TT-C-555b and the following requirements: 1. Freeze/Thaw Test: 250 cycles 2. Twin Arc Weatherometer Test: 2,000 hours accelerated weathering 3. Color and Finish Texture: As selected and approved by the Landscape Architect. PART 3-EXECUTION 3.01 EXAMINATION: A. VERIFICATION OF CONDITIONS: Examine areas and conditions under which the work of this Section will be performed Do not proceed with the work until unsatisfactory conditions have been corrected. Commencement of work implies acceptance of all areas and conditions. 3.02 PREPARATION: PROTECTION OF ADJACENT WORK: Mask or otherwise protect adjacent finishes and surfaces during application of concrete finish coating. SUBSTRATE PREPARATION: The concrete shall be allowed to cure a minimum of 28 days prior to the StucCoat application. Substrate surfaces shall be dry and free of dirt, oil, form release agents, and other deleterious materials which could interfere with the bond of primer and finish coats. Architectural Specifications — Page 35 of 43 Downtown Enhancement Project January 15,2003 Fill cracks or voids with ceent patching compound recommended by the coating manufacturer. Grind all patches smooth and flush with adjacent surfaces. Seal all openings and interfacing wall joints with polyurethane sealant. 3.03 APPLICATION: Apply primer by brush, roller, or commercial grade airless spray equipment at the application rate application rate recommended by the manufacturer for the substrate surface material and condition at the time of application. Allow to dry at least 24 hours before application of finish coat. Do not allow primed surface to remain exposed to ultraviolet light more than four weeks before application of finish coat. FINISH COAT: _ Mixing. a. The Contents of the pails shall be mixed to a uniform consistency. Allow to dry at least 24 hours before application of finish coat. b. Manufacturer's published application instructions shall be followed. - c. Using a stainless steel trowel, the StucCoat finish shall be applied and leveled to a uniform thickness no thicker than the size of the largest aggregate. The texture is achieved by uniform hand motion using a stainless steel trowel, plastic, or wooden float. — d. The StucCoat finish shall be applied to distinct wall areas in a continuous manner to avoid cold joints. e. For better color consistency, enough StucCoat pails shall be batched together to cover distinct wall areas. 3.04 CLEANING: The applicator shall remove from the job site all remaining materials associated with the application of the StucCoat finish. The applicator shall clean the work area, adjacent materials and surfaces of foreign materials resulting from their work. 3.05 PROTECTION: PROTECTION OF WORK: Protect completed or in -place finish coatings from damage due to subsequent construction or finishing activities. — DAMAGED OR DEFECTIVE WORK: Repair to the satisfaction of the Owner and the Landscape Architect, or replace at no additional cost, work which has been damaged or found to be defective prior to final completion and acceptance of the Work by the Owner. END OF SECTION Architectural Specifications — Page 36 of 43 Downtown Enhancement Project January 15,2003 SECTION 09900 PAINTS AND COATINGS fJ"11�1 1I31.111TA 1.01 SUMMARY SECTION INCLUDES: Paint all surfaces not specifically excluded. EXCLUSIONS: In addition to material obviously not requiring paint such as glass, floor, tile, etc. do not paint or finish: Factory finished surfaces. Block masonry. RELATED SECTIONS: Metal Fabrications: Section 05500. 1.02 SUBMITTALS COLOR SCHEDULE: The Landscape Architect will provide a color schedule listing paint colors selected. Color selections will be made by the Landscape Architect from color systems of recognized paint company. If materials of other manufacturers are used, colors must match those selected. PAINT SAMPLES: If requested by Landscape Architect, prepare and submit paint samples. Remake samples until accepted. MATERIAL LIST: Immediately after award of the contract submit a letter listing the manufacture and product name of each different material for use on the project. Materials list shall be accepted by the Landscape Architect before ordering materials. SUBSTITUTIONS: See Section 01600. Requests for substitutions must be on company letterhead and signed by an authorized representative of the manufacturer. Letters from sales representatives or retailers will not be acceptable. 1.03 DELIVERY, STORAGE AND HANDLING GENERAL: Comply with Section 01600. DELIVERY: Deliver materials required for painting in unbroken packages bearing the brand and name of manufacturer. Order materials sufficiently in advance to be on the job when needed and deliver at the building insufficient quantities so the work will not be delayed. No claim by the Contractor concerning unsuitability of any material specified or his inability to produce first-class work with the same, will be entertained unless such claim is made, in writing, with the material list submittal. STORAGE AND MIXING: Painter will be assigned a room or space in which to mix or store material. Provide galvanized mixing pans for this paint room or space in which paints shall be mixed. No mixing of paint shall be done except in these pans. Empty containers bearing the Architectural Specifications — Page 37 of43 Downtown Enhancement Project January 15, 2003 name or brand of any manufacturer shall not be brought upon the premises for mixing of paint unless labels are canceled and containers are closely marked as to contents. INSPECTION: The paint storage area shall be open for periodic inspection by the Architect to insure only approved materials are being used. 1.04 PROJECT CONDITIONS EXISTING CONDITIONS: Spaces must be clean before finishing is started. Do not finish rooms or spaces where rubbish has accumulated or while rubbish is being removed. Finishing will not be — allowed in dusty rooms. Do not remove rubbish while finish is fresh. Surfaces to which finish is to be applied shall be dry and clean ENVIRONMENTAL REQUIREMENTS: Do not finish outside surfaces in extreme cold, frosty, foggy, or damp weather. ,In winter weather, finish only when the temperature is 50 degrees F or over and surfaces are absolutely dry. Exterior painting shall not be allowed while dust is blowing. _. 1.05 MAINTENANCE EXTRA PAINT: At the completion of painting, deliver to the Owner one full gallon of each paint color and type used along with the color number or formula for each type. PART2-PRODUCTS 2.01 MATERIALS ACCEPTABLE MANUFACTURERS: The best quality materials as manufactured by any of the following manufacturers will be acceptable: (Paint Only): 1. For Brush, Roller or Spray work: ICI Dulux Pittsburgh Sherwin-Williams Benjamin Moore Kelly -Moore Diamond Vogel Wellborn/Dunn-Edwards Kwall Howells Approved Substitute QUALITY: All products not specified by name shall be "best grade" or "first line" products or acceptable manufacturers. See Part 3 Execution for materials required for this project. Where possible, materials shall be of a single manufacturer. BACTERIAL RESISTANCE: No Growth, ASTM 022. VOLATILE ORGANIC CONTENT (VOC): Paint and coating materials shall not exceed the following VOC contents, excluding water, when thinned to manufacturer's maximum recommendation 1. Conversion Varnish: 725 grams per liter. 2. High Performance Coatings: 800 grams per liter. 3. Flat Coatings: 250 grams per liter. 4. Lacquers: 680 grams per liter. Architectural Specifications — Page 38 of 43 Administrative Services Purchasing Division City of Fort Collins CITY OF FORT COLLINS ADDENDUM No. 2 BID #5759 DOWNTOWN ENHANCEMENT PROJECT SPECIFICATIONS AND CONTRACT DOCUMENTS Description of Bid #5759 Downtown Enhancement Project OPENING DATE: February 12, 2003, 3:00p.m. (Our Clock) To all prospective bidders under the specifications and contract documents described above, the following changes are hereby made. The list of pre -qualified contractors and sub -contractors who have been approved to bid on this project has been attached. If you have any questions please contact John Stephen, CPPB, Senior Buyer, at 970-221-6777. RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN RECEIVED. 215 North Mason Street • 2nd Floor • P.O. Box 580 • Fort Collins, CO 80522-0580 • (970) 221-6775 • FAX (970) 221-6707 No Text Downtown Enhancement Project January 15, 2003 5. Nonflat Coatings: 380 grams per liter. 6. Primers and Undercoaters: 350 grams per liter. 7. Quick -Dry enamels, Primer, Sealers and Undercoaters: 450 grams per liter. 8. Rust Preventative Coatings: 400 grams per liter. 9. Sanding sealers other than lacquer sealers: 550 grams per liter. 10. Interior Clear Wood Sealers: 400 grams per liter. 11. Clear Shellacs: 730 grams per liter. 12. Opaque Shellacs: 550 grams per liter. PART 3-EXECUTION 3.01 EXAMINATION VERIFICATION OF CONDITIONS: Examine surfaces scheduled to receive paint and finishes for conditions that will adversely affect execution, permanence or quality of work and which cannot be put into an acceptable condition through preparatory work as included under Preparation. Report unsatisfactory conditions to the General Contractor in writing with copy to the Landscape Architect. ACCEPTANCE: Beginning of application means acceptance of existing surfaces. 3.02 PREPARATION GENERAL: Sand finishes on metal surfaces between coats to assure smoothness and adhesion of subsequent coats. METALS: Ferrous Metal: Remove foreign material, rust and mill scale from unprimed metal. a. Wire brush or sand damaged or rusted areas to bright metal. b. Remove grease and other foreign materials with mineral spirits. c. Dust Clean Shop Primed Metals: Touch-up shop primed metals with a primer similar to the existing. Sand shop primer on hollow metal work immediately before painting to remove grease and dirt film from surfaces. Non-ferrous Metals: Clean with lacquer thinner. PROTECTION: Furnish and lay drop cloths or mask off areas where finishing is being done to protect floors and other work from damage during the execution of work. Remove items which are not to be coated from surfaces which are to be coated. Reinstall items after completion of coating application. Include mechanical grilles and factory finished items. Where it becomes necessary to remove temporary coverings placed by others, replace same in proper manner. Remove empty cans, oily rags and wasted from the building every night. Do not allow to accumulate. DAMAGE TO WORK OF OTHERS: Be responsible for any damage done to the work of other trades, repairing same to the satisfaction of the Architect. Replace any materials damaged to such an extent that they cannot be restored to their original condition. Architectural Specifications — Page 39 of 43 Downtown Enhancement Project January 15, 2003 3.03 WORKMANSHIP EXISTING SURFACES: If the surfaces are not in proper shape for painting, repair, rebuild or refinish before proceeding with the work. Be responsible for any poor work caused by improper surfaces. The application of the fast coat does not relieve the responsibility for the base. Do not apply any coats on either damp or wet surfaces and in no case until the preceding coat is dry and hard PRIMER: Apply as many coats as necessary to produce a uniform substrate appearance. Do not exceed manufacturer's recommended coverage rate. — 1. Allow to dry prior to application of subsequent coats. 2. Sand primer with 100 grit or finer sandpaper. Remove dust. APPLICATION: Apply with equipment recommended by coating manufacturer. Spread materials evenly without trots or sagging of materials and thoroughly brush out. 1. Sand work between coats. 2. Dry Film Thickness for Interior Coatings: Apply to following total dry fihn thicknesses unless otherwise recommended by paint manufacturer. a. Semi -gloss Paints: 1.4 mils. COLORS: Finish coat shall be colors selected by Landscape Architect. 1. Tint primers to match finish coat. ROLLER APPLICATION: Where paint or enamel is rolled on, use a fine nap roller so a nearly flat or orange peel texture is obtained. DRY TIME: 1. Semi -Gloss: S hours. 3.04 COATING SYSTEM -EXTERIOR Minimum of the Following: FERROUS METALS -PAINTED: First Coat: Factory Prime Coat or Suitable Primer Second Coat: Alkyd Semi -Gloss Enamel, Exterior Third Coat: Alkyd Semi -Gloss Enamel, Exterior ZINC COATED METAL (GALVANIZED) -PAINTED: First Coat: Galvanized Iron Primer Second Coat: Alkyd Semi -Gloss Enamel, Exterior Third Coat: Alkyd Semi -Gloss Enamel, Exterior 3.05 CLEAN UP Final Clean -Up: At the completion of work, remove all surplus materials, staging, rubbish; clean off all paint, varnish, stains from floors, glass, walls, hardware; and leave the premises in clean condition. END OF SECTION Architectural Specifications — Page 40 of 43 Downtown Enhancement Project January 15, 2003 SECTION 16500 LIGHTING PART 1-GENERAL 1.01 DESCRIPTION Provide a complete lighting system as indicated on Drawings; all wired, assembled, and in working order. 1.02 QUALITY ASSURANCE REFERENCE STANDARDS IES minimum standards UL approved auxiliaries NEMA CBM-ETL certified 1.03 SUBMITTALS Submit catalog cut sheets for all lighting fixture types to the Landscape Architect. These shall include the following information: Photometric data Mounting provisions and accessories PART 2-PRODUCTS 2.01 MANUFACTURERS AVAILABLE PRODUCTS: Subject to compliance with requirements, products that may be incorporated into the work include, but are not limited to, the products indicated on the drawings. 2.02 FINISH PAINTED FINISHING: Minimum of 1.5 mils thick, balance between hardness and bending properties suitable for the application. 2.03 DIFFUSERS Plastic Used for Light Transmission Acrylic throughout, no styrene permitted 100% virgin materials No blends of copolymers permitted ETL certified as light stabilized and non -yellowing AGING PROPERTIES Guaranteed to conform to minimum standard of IES SPI-NEMA conformance when installed in interior locations utilizing standards WW or CW lamp Architectural Specifications — Page 41 of 43 Downtown Enhancement Project January15,2003 2.04 FIXTURES Provide as specified on the drawings. 2.05 LAMPS Lamps shall be manufactured by General Electric, Sylvania, or equal. PART 3-EXECUTION 3.01 INSTALLATION CONCRETE FOUNDATIONS: Construct according to Division 3 Section "Cast -in -Place Concrete." Comply with details for reinforcement and for anchor bolts, nuts, and washers. Verify anchor -bolt _ templates by comparing with actual pole bases furnished. Finish for Parts Exposed to View: Trowel and rub smooth Comply with Concrete Finish Coatings, Section 09826 for exposed finish. INSTALL POLES AS FOLLOWS: Use web fabric slings (not chain or cable) to raise and set poles. Mount pole to foundation with leveling nuts, and tighten top nuts to torque level recommended by pole manufacturer. Secure poles level, plumb, and square. Grout void between pole base and foundation. Use nonshrinking or expanding concrete grout firmly packed in entire void space. Use a short piece of 1/2 —inch-(13-mm-) diameter pipe to make a drain hole through grout. Arrange to drain condensation from interior of pole. — LUMINAIRE ATTACHMENT: Fasten to indicated structural supports. Set luminaries true: free from light leaks, warps, dents, and other defects. Provide length of stems as required to hand luminaries level and in same horizontal plane. Provide fixtures having proper flanges, trim, and mounting. Lamp luminaries with indicated lamps according to manufacturer's written instructions. Replace malfunctioning lamps. 3.02 CORROSION PREVENTION ALUMINUM: Do not use in contact with earth or concrete. When in direct contact with a dissimilar metal, protect aluminum by insulating fittings or treatment. STEEL CONDUITS: comply with Division 16 Section "Raceways and Boxes." In concrete foundations, wrap conduit with 0.010-inch-(0.254-mm-) thick, pipe -wrapping plastic tape applied with a 50 percent overlap. Architectural Specifications — Page 42 of 43 Downtown Enhancement Project January 15, 2003 3.03 CONNECTIONS GROUND EQUIPMENT: Tighten electrical connectors and terminals according to manufacturer's published torque - tightening values. If manufacturer's torque values are not indicated, use those specified in UL 486A and UL486B. 3.04 FIELD QUALITY CONTROL Inspect each installed unit for damage. Replace damaged units ADVANCE NOTICE: Give Owner's representative a minimum of two weeks advance notice to schedule dates and times for field tests. TESTS AND OBSERVATIONS: Verify normal operation of lighting units after installing luminaries and energizing circuits with normal power source. MALFUNCTIONING FIXTURES AND COMPONENTS: Replace or repair, then retest. Repeat procedure until units operate properly. 3.05 CLEANING AND ADJUSTING A. CLEAN UNITS AFTER INSTALLATION. Use methods and materials recommended by manufacturer. END OF SECTION Architectural Specifications - Page 43 of 43 No Text CONTRAC BY: Ranch J. io, Presi en ADDRESS: 141 Ramuette Drive 8. BID SCHEDULE (Base Bid) Please use. the attached Bid Schedule when submitting your bid. 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. RES TFULLY S M TTED: February 12, 2003 Signature Randall J. AMMario Date Presi Title 4-r License Number (If Applicable) (Seal - if Bi(>d is by corporation) Attest: Ron Erickson Address 141 Racquette Drive Collins, CO 80524 Telephone (970) 221-4195 7/96 Section 00300 Page 2 No Text R.C. Heath Construction Co. 00330 REVISED Bid Schedule Downtown Enhancement Project City of Fort Collins Bid No. 5759 wt9vt1, nhZerl�rtt,P,roject 2003 Ad endum ¢id Tab (quantity ' `Urj t' Unit'Gost Total Cost 201-01 Remove Bushes and Cobblestones in Planter 1.00 LS $ �� $ � 202-01 Remove Concrete Pavement (K-10") 46343.00 SF $ 0 pq( r �7l $ . q 416-, _� 202-02 Remove Asphalt Pavement (Full Depth 8"-12") 9144.45 SF $ $ ?5 -� 202-03 Remove Concrete Sidewalk, Asphalt Sidewalk and Access Ramps 15043.60 SF $ r _ $ Z/ 202-04 Remove Decorative Sidewalk (concrete, pavers) 9315.70 SF $ $ 8 (cU -- 202-05 Remove Concrete Stairway _ 50.00 OF $ yQ $ �0 202-06 Remove Standard Concrete Curb and Gutter 288 75 LF $ -7.-IZ. $ Z 202-07 Remove Highback/Other Curb and Gutter 804.05 LF $ 7.71 $ Zw 202-08 Remove Railings 40.00 LF $ R• 75 $ Z 90 202-09 Remove Timber Stairway 1.00 LS $ Z 27 D ..�. $ 2, ^ G -70 202-10 Remove Concrete Pad and Bench 6.00 EA $ j $ , 202-11 Remove Driveway 250.00 SF $ e U� $ 202-12 Remove Canopy and Supports (cut cone. foundations) 1.00 LS $ 5 c $ t5; c roo 202-13 Remove Drinking Fountain Stubs and Abandon Waterlines 2.00 EA $ ,&E' _� $ 1qO 202-14 Remove Concrete Wall (2-5' high) 16.00 LF $ 103, i 3 $ i &' 6o 202 15 Remove Flag Pole (protect and return to city) 100 EA $ �� $ / �U 203-01 Unclassified Excavation 346.00 CY $ Z ,3rj $ , ()i� 203-02 Embankment (for backfilling curbs and walls) cip 73.00 CY $ 7 , U ( $ 203-03 Haul and Dispose 263.00 CY $ ,�� $ 203-04 Muck Excavation cip 200.00 CY $ 56) 3 r $ 7Cb� 203-05 Borrow ABC 6"cip 260.00 TON $ 2j;g6 $ V"3c)^ 203-06 Topsoil (stockpiling®rading) 6" depth — 74.00 CY $ , 70 $ Zoc) 203-07 Topsoil 60/40 mix for medians 59.00 CY $ ` . 03 $ 20308 Potholing 20.00 HR $ �3�.� $ _ 208-01 Erosion Control 100 LS -- $� $ 50._. r 210-01 Adjust Manhole 10.00 EA _J $ 5v $ �1 jG rye 210-02 Adjust Valve Box 7.00 EA $ -Z GO$ 1 t"7rJei� 210-03 Reset Inlet and Grate 2.00 EA $) $ 210 04 Remove and Replace Steel Stairway Assembly (also paint Stairway green) 1.00 Z EA $ $ Z �g R.C. Heath Construction Co. 00330 REVISED Bid Schedule City of Fort Collins Downtown Enhancement Project Bid No. 5759 Rein=,# D�scriploli Quantity Unit ` Unit Coast Total Cosy 210-05 Remove Concrete Sidewalk Chase (save steel plates for reuse) 5.00 EA $ $ 210-06 Relocate Bolt Down Bicycle Racks (and Paint Green) 3.00 EA $ ���, 67 $ dfya,_ T 210-07 Remove and Replace Glass Entryway 1.00 LS $ $ 210-08 Tree Grates Remove and Reset 9.00 EA 1 7 710 $ 117. $ 210-09 Remove and Reset Chain Link Fence --- 1.00 LS $ o $ Z 0.- 210 10 Remove and Reset Trash Receptacle 200 EA $ 7o $ 7 212-01 Tree Protection 30.00 EA $ 212-02 Turf Sod 6000.00 SF $ Q • 7C1 212 03 Wood Mulch (Y) 390,00 SF $ 1, j / $ if 15-j 214-01 Skyline Honey Locust 3" Diameter 4.00 EA $ 512 �G $ 214-02 Wilton Blue Rug Juniper - 5 gallon 6.00 EA $ $ 214-03 Crimson Pigmy Barberry 5 gallon 3.00 EA $ I $ 3 YS 304-01 Aggregate Base Class 5 6 on, 14" 52.00 TON $ $ 7% 5 412-01 Portland Cement Concrete Pavement (10") 1422.30 SY $ q 7 $ Ao &&&& 412-02 Portland Cement Concrete Pavement (8") 4844.40 SY $ Oilp Qr $ 1 4 --. 412-03 Concrete Pavement Additional l"Thickness - 7 710.00 SY in. $ r $ -1._.. 412-04 Hi -Early Concrete - 3000psi @ 24 Hours 50.00 CY $ Z 7-- $ 350 .- 412 05 Hi Early Concrete 3000psi @12 Hours 50.00 CY $ `7 l $ 608-01 Concrete Sidewalk (6") 5751.90 SF $ 608-02 Concrete Sidewalk (4") (Sidewalk Rehab. Work) 4240.50 SF $ Z. iJ 1 (�/��rr,, $ 1 I Ato-.-, 608-03 Colored Concrete Sidewalk 1 6751.00 SF $ At. &:5 $ Z 1 608-04 Concrete Access Ramps w/ Trunc. Domes W) (per detail) 700.00 SF _ $ %,St $ 608-05 Concrete Driveway & Approach (8") 222.00 SF $ (G. t .3 $ � �S✓� 608-06 Pedestrain Refuge Islands (see Detail) 456.00 SF $ q $ tj(� 608-07 Enhanced Concrete Crosswalks (to) (see delail) (stamping and coloring only) 3530.00 SF $ 7, ZO $ 26; 466 608-08 Concrete Bands - per Detail 339.00 SF $ r z ]T , tO $ z, 7-151 . 608-09 Concrete Stairs (6" Risers) per Detail 95.00 CF $ j & 3 t $ 175 608-10 Flowable Fill 186.00 CY $ (03• i 7 $ I i t 75b 608-11 Concrete Wall 6' to 8' w/ Foster and Stucco Finish (see detail) (Mason St.) 1.00 LS $ Ill %(jam $ t -7 /n , 608-12 Concrete Wall Repair at Oak Street Plaza (see detail) 1.00 LS $ G 5 V $ lo�V 608-13 Concrete Median Wall at Laporte Turn Lane 155.00 LF �jj $ Ali T $ 608 14 detail) Colored Concrete Splash Block (incl prep work )(see - C �, `• 418.00 SF $ r J $ j (vim r § fi Ap Y y' Po W `� y3 SY �'{�' Y { �� ��''P 6 '"1'96R�'�'F..a'.5� '- , %77777777 A E Rkt6 a(�.��4"'eY:®€�"��>bati �i �,,,. 3 ld ys [S s Y a`o- R.C. Heath Construction Co. 00330 REVISED Bid Schedule City of Fort Collins Downtown Enhancement Project Bid No. 5759 It®m # Description Quantity ';�Jnit v Unit Cgst, Total Ccsst 608-15 Colored Driveway Crosswalk (8") 120.00 SF $ $ T& -- 608-16 Concrete Tree Grate Support 13.00 EA $ I X/r $ 2,3� 608-17 Concrete Tree Grate Border Repair (6"x6"x10" Match Existing 248.00 LF $ �j ,. -2-7 _ $ '2, C>%O__ 608-18 New Steel Tree Grate Installed (see detail) 11,00 EA -7. 27 $ i (i//L $ + 1 t '3C 6 608-19 Concrete Sidewalk Chase - Salvaged Steel 5.00 EA $ `1 r"/�,.. $ 4, 76C,-- 608-20 Concrete Sidewalk Chase Extension Including New Steel Extension 1.00 LS J c $ `pl �� $ 608-21 MSE Block Retaining Wall (approx. 18" High) (see Detail) CIP 18.00 LF $ , � $ 608-22 Exposed Aggregate Concrete (4") 608-23 8" Non-Reinfroced Concrete Retaining Wall 50.00 SFF $ 2q' $ 608-24 8" Non -Reinforced Concrete Structural Slab 490.00 SF $ �3 � `a.3 $ i 7W 608-25 Epoxy Coated Reinforced Steel 1500.00 LBS $ 0 r L 7 $ i 6c�- 608-26 Street Name Sandblasting 12.00 EA $ zjq, 17 $ 7-t 7(- 608-27 Sawcutling 0 $ 609-01 Vertical Curb+Gutter-30" (see detail) 564.00 LF $ i $ C.3 (p�.-.. 609-02 Bamer Curb - 6" @ Midblock Crossing (see Ped. Refuge _ Detail page 6 Sect A -A_ 115.00 LF _ $ i 2, 3 ��` $ "� L.V . 609-03 College Ave. Median Curb - 18" @ Laporte (see Detail) 165.00 LF $ l3, 18 $ 2,1? 6 s 609-04 Vertical Curb and Gutter 42" (see Oak Street Detail) 400.00 LF $ • $ 609-05 Remove and Replace Curb and Gutter (match exisiling) 190.00 LF $ 1 c 7 $ 610-01 Interlocking Brick Paver Band and 4' cons. Base - Type 2 � (Epoxied per Detail) 2256.00 SF $ %.7� $ 17, yt�_o 610 02 Interlocking Concrete Pavers and 4' conc. Base - Type 1 (Epoxied per Detail) 3005.00 SF $ _ �Z� I,L,T $ ', . '- 613-01 Electrical Sleeving (2" PVC) 455.00 LF $ /fit $ �% Z�) 613 02 Install Light Pole Pedestal and Fixture per detail (to be wired by others) 4.00 EA $ q $ 619-01 . 20 Extension of 314' Copper Service wl Watervalve 1.00 . LS ., $ -.. $ ti 622-01 Pedestrian Bench (see Spec) Tlmberform Renasaince _- Model 2802-6 2.00 EA ++ $ j . i 15 ^2 .-'_ $ Z, 230 622-02 Assemble and Install Bus Shelter (see Spec. Book for Details) Y�j 5 1.00 EA $ $ 622-03 Install Railing for Mason Street Ped Improvements 1.00 LS $ Z ( $ 'Z 623-01 Irrigation for Mountain Ave. (exluding medians) 1.00 LS $ - 5 $ I 623-02 Irrigation for Mason Ped Improvements 1.00 LS $ 623 03 Irrigation for Laporte Median ,.00 LS $ 9 $ I R.C. Heath Construction Co. 00330 REVISED Bid Schedule City of Fort Collins Downtown Enhancement Project Bid No. 5759 �Ye y.k'f fle $'JdC{tlont 0Ua�'1tlt�f nit Unit i'".Ost ' T$( C©�t Ti�aff) Cant�ol.lter»s 630-01 P"NARING" Sign with Stand 1602.00 EA/Day $ 1 r'"�7r $ '2,J�,J 630-02 nellBarrel without light 9685.00 EA/Day $ Or °J 1p $ Cj LA J 630-03 Type I Barricade without Light 500.00 EA/Day $ 0 , 5 I $ Z CJ 5j 630-04 Type II Barricade without Light 500.00 EA/Day $ (2, `5Cf` $ 630-05 Type III Barricade with 2 Lights 660.00 EA,/Day $ 2, J $ 630-06 Size "A'' Sign with Stand 2008.00 EA/Day $ - , ` & $ 2 9 630-07 Size "B" Sign with Stand 3628.00 EA/Day $ t $ 5 , IbLo 630-08 Size "A" Specialty Sign - Cost of Manufacturing 5.00 EA $ $ 630-09 Size 'B" Specialty Sign - Cost of Manufacturing 18.00 EA $ •y /+ i $ 630-10 Cone with Reflective Strip 500.00 EA/Day $ U , 50> $ 2 qqt 630-11 Salley Fence 1244.00 Roll/Day $ 1 • y W $ j e i5 630-12 Light - Steady Burn or Flashing as directed 4493.00 EA/Day $ D • f 5 $ 630-13 Advance Warning Flashing or Sequencing Arrow Panel 98.00 EA'Day $ Z?J • $ Z 630-14 Variable Message Board 70.00 EA/Day 7 $ / F, 6j 7 7F,67 $ Al. 5tv 630-15 Jersey Barrier 500.00 EA/Day $ ;3 , (q $ I 5 70 630-16 Traffic Control Supervisor 228.00 per Day $ W7, 7(r, $ bL,2] 630-17 Traffic Control Supervisor 40.00 per Hour $ Z3:1-15 $ 'I Zr)- -,. 630-18 Flagging 1878,00 EA/Hour $ 16,40 ^_ $ 35:5ixx% lisrelfan ous Quan I as -------- Contract Bond 1.00 LS — $ e. 626-01 Mobilizations TOA Fi R P' CSC-.#4 77— * TOTAL PPK VO Cents Signed ;nda;11. Address P.O. Eta%,W H 141 DriNx DeMario, President Fort Qallins, JD 80522 Company R.C. Huth QmtrLo Qb. Phone/Fax (970) 221-4195 (970) 221-2907 Check One: Individual Doing Business in Company Name Corporation Partnership Leon McCaul - Updated Downtown Unit Values Page From: "Kyle Lambrecht" <klambrecht@fcgov.com> To: <leon@heathconstruction.com> Date: 2/26/03 4:54PM Subject: Updated Downtown Unit Values Leon Here is the spreadsheet showing the updated amounts based on your unit prices. The grand total of $835,427.03 was the value used on the contract. Please call if you have any questions. Thanks. Kyle Item # Description P Unit Quantity RC Heath Construction Unit Price Estimated Cost 201-01 Remove Bushes and Cobblestones in Planter LS 1.00 $ 110.00 $ 110.00 202-01 Remove Concrete Pavement 8"-10" SF 46343.00 $ 0.96 $ 44,489.28 202-02 Remove Asphalt Pavement Full Depth 8"-12" SF 9144.45 $ 0.96 . ,778 7867 $ 867 202-03 Remove Concrete Sidewalk, Asphalt Sidewalk and Access Ramps SF 15043.60 $ 0.96 $ 14,742.73 202-04 Remove Decorative Sidewalk concrete, avers SF 9315.70 $ 0.96 $ 8,943.07 202-05 Remove Concrete Stairway CF 50.00 $ 5.40 $ 270.00 202-06 Remove Standard Concrete Curb and Gutter LF 288.75 $ 7.72 $ 2,229.15 202-07 Remove Hi hback/Other Curb and Gutter LF 804.05 $ 7.71 <$ 6 199:23 202-08 Remove Railings LF 40.00 $ 9.75 $ 390.00 202-09 Remove Timber Stairway LS 1.00 $ 2,270.00 $ 2,270.00 202-10 Remove Concrete Pad and Bench EA 6.00 $ 100.00 $ 600.00 202-11 Remove Driveway SF 250.00 $ 1.00 $ 250.00 202-12 Remove Canopy and Supports cut conc. foundations LS 1.00 $ 5,100.00 $ 5,100.00 202-13 Remove Drinking Fountain Stubs and Abandon Waterlines EA 2.00 $ 70.00 $ 140.00 202-14 Remove Concrete Wall 2.5' hi h LF 16.00 $ 103.13 $ 1,650.08 202-15 Remove Flag Pole(protect and return to city) EA 1.00 $ 140.00 $ 140.00 203-01 Unclassified Excavation CY 346.00 $ 2.89 $ 999.94 203-02 Embankment for backfilling curbs and walls cip CY 73.00 $ 3.01 $ 219.73 203-03 Haul and Dispose CY 263.00 $ 6.08 $ 1,599.04 203-04 Muck Excavation cip CY 200.00 $ 3.50 $ 700.00 203-05 Borrow ABC 6" cip TON 260.00 $ 3.96 ,$ 1,029.60 203-06 ITopsoil stock ilin &re radin 6" depth CY 74.00 $ 2.70 $ 199.80 203-07 Topsoil 60/40 mix for medians CY 59.00 $ 22.03 $ 1,299.77 203-08 Potholing HR 20.00 $ 234.00 $ 4,680.00 208-01 Erosion Control LS 1.00 $ 1,150.00 $ 1,150.00 210-01 Adjust Manhole EA 1 10.00 $ 50.00 $ 500.00 210-02 Adjust Valve Box EA 7.00 $ 250.00 $ 1.750.00 210-03 Reset Inlet and Grate EA 2.00 $ 800.00 $ 1,600.00 210-04 Remove and Replace Steel Stairway Assembly (also paint green) EA 1.00 $ 230.00 $ 230.00 210-05 Remove Concrete Sidewalk Chase (save steel plates for reuse EA 5.00 $ 280.00 $ 1,400.00 210-06 Relocate Bolt Down Bicycle Racks and Paint Green EA 3.00 $ 146.67 $ 440.01 210-07 Remove and Replace Glass Entryway LS 1 1.00 $ 1,000.00 $ 1,000.00 210-08 Tree Grates Remove and Reset EA 9.00 $ 117.78 $; 1060.02 210-09 Remove and Reset Chain Link Fence LS 1.00 $ 290.00 $ 290.00 210-10 Remove and Reset Trash Receptacle EA 2.00 $ 70.00 $ 140.00 212-01 Tree Protection EA 30.00 $ 68.67 $ 2,060.10 212-02 Turf Sod SF 6000.00 $ 0.70 $ 4,200.00 212-03 Wood Mulch 3" SF 390.00 $ 1.17 $ 456.30 214-01 Skyline Honey Locust 3" Diameter EA 4.00 $ 512.50 $ 2.050.00 214-02 Wilton Blue Rug Juniper - 5 gallon EA 6.00 $ 50.00 $ 300.00 214-03 Crimson Piqmv Barberry - 5 gallon EA 3.00 $ 115.00 $ 345.00 304-01 Aggregate Base Class 5-6 cip 14" TON 52.00 $ 13.75 $ 715.00 412-01 Portland Cement Concrete Pavement 10" SY 1 1422.30 $ 53.97 $ 76,761.53 412-02 Portland Cement Concrete Pavement 8" SY 4844.40 $ 40.06 $ 194,066.66 412-03 Concrete Pavement Additional 1" Thickness SY in. 710.00 $ 6.28 $ 4,458.80 412-04 Hi -Early Concrete - 3000 si @ 24 Hours Cy 50.00 $ 27.00 $ 1,350.00 412-05 Hi Early Concrete - 3000 si 12 Hours CY 50.00 $ 38.00 $ 1,900.00 608-01 Concrete Sidewalk 6" SF 5751.90 $ 3.27 $ 18,808.71 608-02 Concrete Sidewalk 4" Sidewalk Rehab. Work SF 4240.50 $ 2.81 $ 11,915.81 608-03 Colored Concrete Sidewalk 6" SF 6751.00 $ 4.05 $ 27,341.55 608-04 Concrete Access Ramps w/ Trunc. Domes (6") (per detail) SF 700.00 $ 9.51 $6,657.00 608-05 Concrete Driveway & Approach 8" SF 222.00 $ 6.53 $ 1,449.66 608-06 Pedestrain Refuge Islands see Detail SF 456.00 $ 9.87 $ 4,500.72 608-07 1(stamping Enhanced Concrete Crosswalks (10") (see detail) and coloring only) SF 3530.00 $ 7.20 $ 25,416.00 608-08 lConcrete Bands - per Detail SF 339.00 $ 6.64 $ 2,250.96 608-09 Concrete Stairs 6" Risersper Detail CF 95.00 $ 12.37 $ 1 175.15 608-10 Flowable Fill Cy 186.00 $ 63.17 $ 11-749.62 608-11 Concrete Wall 6' to 8' w/ Footer and Stucco Finish (see detail) (Mason St. LS 1.00 $ 16,770.00 $ 16,770.00 608-12 Concrete Wall Repair at Oak Street Plaza see detail LS 1.00 $ 690.00 $ 690.00 608-13 Concrete Median Wall at Laporte Turn Lane LF 155.00 $ 89.94 $ 13,940.70 608-14 Colored Concrete Splash Block (incl. prep work)(see detail) SF 418.00 $ 3.95 $ 1,651:10 608-15 Colored Driveway Crosswalk 8" SF 120.00 $ 5.63 $ 675.60 608-16 Concrete Tree Grate Support EA 13.00 $ 180.77 $2,350.01 608-17 Concrete Tree Grate Border Repair (6"x6"x10" Match Existing LF 248.00 $ 8.27 $ 2,050:96 608-18 New Steel Tree Grate Installed see detail EA 11.00 $ 1,027.27 $ 11,299.97 608-19 Concrete Sidewalk Chase - Salvaged Steel EA 5.00 $ 1,940.00 $ 9.700.00 608-20 Concrete Sidewalk Chase Extension Including New Steel Extension LS 1.00 $ 690.00 $ 690.00 608-21 MSE Block Retaining Wall (approx. 18" High) (see Detail) CIP LF 18.00 $ 63.89 $ 1,150.02 608-22 Exposed Aggregate Concrete 4" SF 565.00 $ 2.61 $ 1,474.65 608-23 8" Non-Reinfroced Concrete Retaining Wall SFF 50.00 $ 24.00 $ 1,200.00 608-24 8" Non -Reinforced Concrete Structural Slab SF 490.00 $ 3.53 $ 1,729.70 608-25 Epoxy Coated Reinforced Steel LBS 1500.00 $ 0.87 $ 1,305.00 608-26 Street Name Sandblasting EA 12.00 $ 214.17 $ 2,570.04 608-27 Sawcuttin LF-IN 1 50.00 $ 2.70 $ 135.00 609-01 Vertical Curb+Gutter-30" see detail LF 664.00 $ 12.60 $ 8,366.40 609-02 Barrier Curb - 6" @ Midblock Crossing (see Ped. Refuge Detail page 6 Sect A -A LF 115.00 $ 12.35 $ 1,420.25 609-03 Collecle Ave. Median Curb - 18" 0 Laporte see Detail LF 165.00 $ 13.18 $ 2.174.70 609-04 Vertical Curb and Gutter 42" see Oak Street Detail LF 400.00 $ 15.00 $ 6,000.00 609-05 Remove and Replace Curb and Gutter match exisitin LF 190.00 $ 18.95 ' $ 3`600.50 610-01 Interlocking Brick Paver Band and 4" conc. Base - Type 2 (Epoxied per Detail SF 2256.00 $ 7.74 '$ 17,461.44 610-02 Interlocking Concrete Pavers and 4" conc. Base - Type 1 (Epoxied per Detail SF 3005.00 $ 7.64 $ 22,958.20 613-01 Electrical Sleevin 2" PVC LF 455.00 $ 10.38 $ 4,722 90 613-02 Install Light Pole, Pedestal and Fixture per detail (to be wired by others EA 4.00 $ 2,985.00 $ 11,940.00 619-01 20' Extension of 3/4" Copper Service w/ Watervalve LS 1.00 $ 1,050.00 $ 1,050.00 622-01 Pedestrian Bench (see Spec) Timberform Renasaince Model 2802-6 EA 2.00 $ 1,115.00 $ 2,230.00 622-02 Assemble and Install Bus Shelter (see Spec. Book for Details EA 1.00 $ 485.00 $ 485.00 622-03 Install Railing for Mason Street Ped. Improvements LS 1.00 $ 2,180.00 $ 2,180.00 623-01 Irrigation for Mountain Ave. exludin medians LS 1.00 $ 1,285.00 $ 1,285.00 623-02 Irrigation for Mason Ped Improvements LS 1.00 $ 2,585.00 $ 2,585.00 623-03 Irrigation for Laporte Median LS 1.00 $ 985.00 $ 985.00 630-01 "NO PARKING" Sign with Stand EA/Day 1602.00 $ 1.47 $ 2,354.94 630-02 Vertical Panel/Barrel without light EA/Day 9685.00 $ 0.59 $ 5,714.15 630-03 Type I Barricade without Light EA/Day 500.00 $ 0.59 $ 295.00 630-04 Type II Barricade without Light EA/Day 500.00 $ 0.59 $ 295.00 630-05 Type III Barricade with 2 Lights EA/Day 660.00 $ 2.45 $ 11617,00 630-06 Size "A" Sign with Stand EA/Day 2008.00 $ 1.46 $ 2,931.68 630-07 Size "B" Sign with Stand EA/Day 3628.00 $ 1.60 $ 5,804.80 630-08 Size "A" Specialty Sign - Cost of Manufacturing EA 5.00 $ 30.00 $ 150.00 630-09 Size "B" Specialty Sign - Cost of Manufacturing EA 18.00 $ 41.11 $ 739.98 630-10 Cone with Reflective Strip EA/Day 500.00 $ 0.58 $ 290.00 630-11 Saftey Fence Roll/Day 1244.00 $ 1.46 $ 1816.24 630-12 Light - Steady Burn or Flashing as directed EA/Day 4493.00 $ 0.15 $ 673.95 630-13 Advance Warning Flashing or Sequencing Arrow Panel EA/Day 98.00 $ 23.06 2.259.88 630-14 Variable Message Board EA/Day 70.00 $ 78.57 $ 5,499.90 630-15 Jersey Barrier EA/Day 500.00 $ 3.14 $ 1,570.00 630-16 Traffic Control Su ervisor per Da 228.00 $ 267.76 $ 61 049.28 630-17 Traffic Control Supervisor er Hour 40.00 $ 23.13 $ 925.20 630-18 Flagging Mr Hour 1878.00 1 $ 18.90 1 $ 35,494.20 APPROVED CONTRACTOR AND SUB -CONTRACTOR LIST GENERAL CONTRACTORS AMERICAN CIVIL CONSTRUCTORS 4901 S. WINDEMERE ST. LITTLETON, CO 80120 PH 303-795-2582 FAX 303-795-3249 ASPHALT SPECIALTIES 7321 EAST 88TH AVENUE HENDERSON, CO 80640 PH 303-289-8555 FAX 303-289-7707 CASTLE ROCK CONSTRUCTION P O BOX 1148 CASTLE ROCK, CO 80104 PH 303-688-6611 FAX 303-688-6685 CONCRETE WORKS OF COLORADO 1260 ROCK CREEK CIRCLE LAFAYETTE, CO 80026 PH 303-665-2933 FAX 303-665-2996 CONNELLRESOURCES 4305 E HARMONY RD FT. COLLINS, CO 80528 PH 970-223-3151 FAX 970-223-3191 G. L. HOFF COMPANY 1815 WEST 12T" ST LOVELAND, CO 80537 PH 970-669-3255 FAX 970-663-1566 K.E.C.I. COLORADO 5750 W AIRPORT RD SEDALIA, CO 80135 PH 303-791-3759 FAX 303-791-3829 LAWSON CONSTRUCTION 20 S SUNSET LONGMONT, CO 80501 PH 303-444-8680 FAX 303-938-9955 MARK YOUNG CONSTRUCTION 155 NORTH COLLEGE AVE, STE 220 FT. COLLINS, CO 80524 PH 970-484-1648 FAX 970-224-0392 MOUNTAIN CONSTRUCTORS P O BOX 405 PLATTEVILLE, CO 80651 PH 970-785-6161 FAX 970-785-2515 R.C. HEATH CONSTRUCTION P O DRAWER H FT. COLLINS, CO 80522 PH 970-221-4195 FAX 970-221-2907 TLM CONSTRUCTORS P O BOX 336638 GREELEY, CO 80633 PH 970-346-8323 FAX 970-346-8324 Contract Bond LS 1.00 1 $ 8,220.00 $ 8.220.00 626-01 IMobilization LS 1.00 1 $ 22,380.00 $ 22,380.00 TOTAL CONTRACT COST 1 $ 035 421.03 SECTION 00400 SUPPLEMENTS TO BID FORMS 00410 Bid Bond 00420Statement of Bidder's Qualifications 00430Schedule of Subcontractors SF•r.TION 00410 RTn BOND KNOW ALL MEN BY THESE PRRSRNTS: that we, the undersigned R.C. Heath CpmLruction as Principal, and Employers Mutual Casual v �m>?�IIX , Co. Surety, are hereby held and firmly hound unto the Citv of Fort Collins, Colorado, as OWNER, in the sum of $ 5% of Bid for the - payment of which, well and truly to be 'assigns. made, we hereby jointly and severally bind ourselves, SUCCP.SSUC'S, and THE CONDITION of this obligation is such that whereas the Principal has submitted to the City of Fart rollins, Colorado the accompanying Bid and hereby made a part hereof to enter into a Construction Agreement for the construction of Fort Collins Project, DOWNTOWN FNHANCEMENT PROJECT; BID NO. 5754 NOW THEREFORE, (a) If said Bid shall he rejected, or (b) If said Bid shall be accepted and the Principal shall execute and :iel.ivcr a Contract in the form of Contract attached hereto (properly completed i.n accordanna with said Bid) and shall furnish a BOND for his faithful performance of said Contract; and for payment of all persons performing labor nr 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 iri force and effect, it being expressly understood and agreec rhr,i r:nc liahi.lity of the Surety for any and all claims hereunder shall, i.n in event, exceed the penal amount of this obligation as herein stated. The Surety, for value received, hereby stipulates and agrees that the otligarions of said Surety and its BOND shall be in, no way impaired or affected by ,iny extension of the time within which the OWNER may accept such Bice; and said Busty does hereby waive notice of any such extension. Surety Companies executing bonds must be authorized to transact business .n r.he State of Colorado and be accepted by the OWNER. 7/96 Section 00410 page 1 IN Wl'1'NESS WHERZOF, . the Principal and the Surety have hereunto set t.he4 r h jr.�Js and seals this 12th day of February , 20 03, and such of their, as aro. Corporations have caused their corporate seals to be hereto affixed an,i t.tte:�r presents to be signed by their proper officers, the day and year first ser t,,rr.r above. . PRINCIPAL NaMe: R. C. Heath Construction Co Address: P. 0. Drawer H Fort o ins CO 52 By: Title: (3LAL) SURETY Employers Mutual Casualty Company P. 0. Box 441098 Aurora, CO 80044 By: Titles: 1Cttorney-in-Fact (SEAL) 7/96 Section 00410 Page 2 1. Employers Mutual Casualty Company, an Iowa Corporation 5. Dakota Fire Insurance Company, a North Dakota Corporation 2, EMCASCO Insurance Company, an Iowa Corporation 6, EMC Property& Casualty Company, an Iowa Corporation 3; Union Insurance Company of Providence, an Iowa Corporation 7. ;The Hamilton Mutual Insurance Company,,an Ohio Corporation 4. Illinois EMCASCO Insurance Company, an Illinois Corporation hereinafter referred to severally as "Company" and collectively as "Companies", each does, by these presents, make; constitute and appoint; CHRIS RICHMOND, RUSSELL MICHELS, DARLENE KRINGS, INDIVIDUALLY, FORT COLLINS, COLORADO ........................................... 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: IN AN AMOUNT NOT EXCEEDING TEN MILLION DOLLARS .............................. .. ............ ($10,000,000.00) 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, 2006 unless sooner revoked. AUTHORITY FOR POWER OF ATTORNEY This Power -of -Attorney 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 attomeys-in-fact and authorize them toexecute on behalf of each Company and attach the seal of the Company thereto, fronds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof, and (2) to remove any such attorney -in -fact at anytime 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 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 other writings obligatory in the nature thereof, and any such instrument executed by any such 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 officer, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power -of -attorney of the Company, shall be valid and binding upon the Company with the same force and affect as though manually affixed. IN WITNESS WHEREOF, the, Companies have caused these presents to be signed for each by their officers as shown, and the Corporate seats to be hereto affixed this 215t day ofNovember 2002 Seals ........ Bruce G. Kelley, C airman Jef(re S. Birdsle �p IN Solq 4� `�NGE Co O 0 d 0''�, Y Y y , 4 P + + Fq .Q s' ; of Companies 2, 3, 4, 5 & 6; resident Assistant Secretary - W Pon 2CC+1 2J 24�PPOggI�..=4RPOR of Company 1; Vice Chairman and d - SEAL , 0 1663 m - : a§ 1953 < _ CEO of Company 7 IOWA if •- 2`� - 7 .an '��. ig.J '• , „ s+f [C t INQis#, , -. sown• On this21st day of November AD 2002 \NSU RA•yC DNS URgN S U1 llA[ q before me a Notary Public m and for the State of Iowa, personally appeared Bruce G. Kelley and Jeffrey S. qV-oPP�g4r 4 . PP Oqq voq Birdsley, who being by me duly sworn, did say that they are, and are known to me to be the > _ - _ Chairman, President, Vice Chairman and CEO, and/or Assistant Secretary, respectively, of SEAL ;�= SEAL -' ry p Y. : ; o; each of The Companies above; that the seals affixed to. this instrument are the seals of said * .,;' rya'••,,,,•' p `:°�s „ ,.• �Q; corporations; that said instrument was signed and sealed on behalf of each of the Companies owN A oaKo o ," o NEs o,,. by authority of their respective Boards of Directors; and that the said Bruce G. Kelley and Jeffrey S. Birdsiey, as suchofficers, acknowledge the execution of said instrument to be the UT voluntary act and deed of each of the Companies. My Commission Expires September 30, 2003. T �# ROTA KRUMINS') 51�F Commission Number176255°- - My Comm. Exp. Sept. 30. 2003 Notary Public in and for the State of Iowa CERTIFICATE I, David L. Hixenbaugh; Vice President of the Companies, do hereby certify that the foregoing resolution of the Boards of Directors by each of the V .C.EATH CONSTRUCTION MANAGEMENT January 21, 2003 R.C. HEATH CONSTRUCTION CO. P.O. DRAWER H • 141 R.A000EI-1 F. DR. FORT COLLINS, CO 80522 (80524) (970) 221-4195 FAX (970)221-2907 Mr. James B. O'Neill II, CPPO, FNIGP Director of Purchasing and Risk Management City of Fort Collins 215 North Mason Street Fort Collins, CO 80522 RE: General Contractor PreQualification - Downtown Enhancement Project: Bid # 5759. Dear Jim: Heath Construction is pleased to submit our response to your request for General Contractor PreQualification for the Downtown Enhancement Project: Bid # 5759. We are an established General Contractor with over 25 years experience building in Fort Collins and along the Colorado Front Range. Our experience includes Civil Projects, Fire Stations, Municipal Projects, Primary and Secondary School Projects, as well as Commercial, Retail, Recreational and Industrial Projects. Our recent urban area civil project experience with major public interaction and traffic control includes the Old Town Plaza in Fort Collins, major streetscape projects in Estes Park and Golden and urban bridges in Greeley and Granby. In addition, we have experience in working at night in an urban traffic environment as well as working in major projects with high volumes of pedestrian, business and student interaction. We look forward to the possibility of working with you and the City of Fort Collins to construct these Downtown Enhancement Projects. Thank you for considering Heath Construction as a qualified General Contractor for this new fire station. Res ectfully, Randy De ario President TRUCTION com e,..0City Of Fort Collins Return to: City of Fort Collie Contractor Pre -Qualification Statement Purchasing Department 1tcDowntown Enhancement Project Bid #5759 P•O. Bout 580 Fort Collins, CO 80522 Contractor instructions: ✓ Ifyou plan to bid this project as a General Contractor, you must be on the current pre-yualitication list for projects greater than $500,000 With the Colorado Department of Transportation. to addition, General and Sub -contractors must complete this form as defined below for the City of Fort Collins pre -Qualification. J Complete this form and submit to City of Fort Collins Purchasing Department at least 21 days beforeyou bid on this project. Failure to do so may delayyour pre-quallflcatlon and ability to bid. ✓ Resubmit this form during tine year if there are changes inyour company ownership or financial standing. (5 General Contractor ❑ Subcontractor Company Name R.C. Heath Construction Co. Company Address (street, city, county, state, zip) Type Unlimited Phone # 221-4195 FAX # 221-2907 141 Racquette Drive, Fort Collins, Larimer, CO 80524 P.O. Drawer H Fort Collins CO 80522 Contact person's name & title Randall J. DeMario, President Business We Areyou pre -qualified with CDOTI ❑ no Dyes M Corporation 0 Partnership Cl sole Proprietor ❑ joint venture I Section One — General Information and History I Ifyour compary Is a Partnership, complete: ❑ General Partner name and address (street, city, state and zfp) Partner name and address (street, city, state and zip) Partner name and address (street, city, state and zip) ❑ Limited ❑ Association Organization date Partner name and address (street, city, state and zip) Partner name and address (street, city, state and zip) Partner name and address (street, city, state and zip) 2. If Your company Is incorporated, complete: Date incorporated 07-29-77 State Incorporated- Colorado Unknown ►Po Cash capital paid 3. Ifyou are an out -of --state contractor, who Is your Colorado registered agent? Name Phone no. Address (street, city, state, zip) 4. Ust your business partners or associates not listed in Westion # 1, who have worked with you in the last 5yeam Name Name Name Name Name Name Name Name S. How manyyears hasyour company been in the contracting business? General contracting? 25 Subcontracting? (minimum to tars) (miMmumS ) 6. Ust the construction experience of the principal Individuals* for this project. include capacity, magnitude, and type of work. Name Present posithrl Years experience MagMtude/Type of Work ca ad Dan Werner Proiect Manager 15 See Attached Chris Claflin Estimator 26 See Attached Rod Wilhite Superintendent 29 - See Attached Darrel Baker Superintendent 36 See Attached * Project Manager, Estimator, Superintendent, Foreman 7. Ust the projectsyour company completed in the last 5years (include city, county or state projects). Year T.voe of work Contmct affount Irsation d See Attached: Experience 8. Has your company had any experience in the following? a. Working in an urban area dealing with business access, parking, seasonal restrictions, and public Interface? D no ryes (ifyes, please list completed project on the following page) b. Working at night? Q no (§yes (ifyes, please list completed project on the following page) c. Dealing with urban area traffic control? (Particularly pedestrian cross traffic and business access issues.) ❑ no ®yes (ifyes, please list completed project on the following page) d. Participating in a formal Partnering process on construction projects? 0 no ayes fifyes, please list completed project on the following page) Ywr Tvne of work Owrw naft Contractamount., Work locaumtl c o a See Attached: Experience and Partnering Experience 12. Haveyou had or doyou currently have a Right -of -Way Contractor license with the City of Fort Colli Doyou currently hold or have a Right-cf Way Contractor License from another city? ❑ no Uyes Greeley 13. Attach a list ofyour construction eQuipment. (Include the gpntity, name description See Attached: Equipment 14. Attach a list ofyour parent, affiliate or subsidiary companies if applicabl principals) See Attached: Subsidiary Company 15. Has your company, Its parent, affillate or subsidiary been denied pre-cLualifi atkm in the last Syears by any governmental agency in Colorado or any other state's highway agency? V no ❑yes (ifyes, attach explanation) 16_ Haveyou ever failed to complete any contract awarded toyou? 10 no Oyes (if yes, attach statement with date, work location and reason) 17. Have any ofyour officers or partners failed to complete a contract while working for another company or managing a contract under their own names? 10 no Oyes (ifyes, attach statement with empk>yee name, company name and reason) 18, Has any officer inyour company, its parent, affiliate or subsidiary, been indicted/convicted of bld/contract related violations in the past S years? M no Dyes (tfyes, attach explanation) 19. Doesyour company have nnancial interests in other businesses? Q no Oyes (ifyes, attach a list of the businesses) 20. Have you, or areyou currently, debarred from any government work? M no ❑yes (Ifyes, name of government entity ) Section Two — Experience and Egtlpment CONSTRUCTION TYPE - indicate the workyour company performs using ewipment you own, I . N General Construction - Ability to mobilize and undertake work of any type and magnitude. 2. 0 General Grading - Roadway excavation and embankment of any magnitude. 3. ❑ General Paving - Bituminous and portland cement concrete paving of any magnitude. 4. ❑ Bituminous Concrete - Not bituminous pavement production and/or placement. 5. 0 Portland Cement Concrete - Portland cement concrete pavement production and/or placement. 6. N Curb/Gutter/Fiatwork - Curb, gutter, bikeway, median cover, stamped concrete crosswalks, colored decorative pavement. 7. O Landscaping - Seeding, sodding, topsoil, planting, fertilizing, mulching, irrigation, etc. SECTION TWO (continued) 8. 0 Construction Traffic Control - Flagging, traffic control supervision, and/or construction traffic control devices. 9. ❑ Pavement Repair - Pavement sawing, patching, caulking. 10. 0 Electrical - Lighting, wiring. I I .b Building Construction - miscellaneous building -related construction. 12. O Utility -Miscellaneous underground utility rekxations. 13. U Masonry - Brick paver Installation. 14. V OTHER.• (list) Steel Erection SECTION THREE - CERTIFICATION (NOTE - You must sign exactly as bid proposals and contracts will be signed) VWE CERTIFY AND UNDERSTAND: ✓Any reference listed Is authorized to supply the City of Fort Collins vrith all necessary Information to verify this statement. IME DECLARE UNDER PENALTY OF PERJURY IN THE SECOND DEGREE, AND ANY APPLICABLE LOCAL. STATE OR FEDERAL LAWS, THAT THE STATEMENTS MADE ON THIS FORM (INCLUDING EXPERIENCE. FINANCIAL CONDITION AND ALL ATTACHMENTS) ARE RUE AND COMPLETE TO THE BEST OF MY/OUR KNOWLEDGE. President or authorized agent's name si lure Date Randall J. DeMario January 21, 2003 Secretary or authorized a s sty re Date Leon J. McCauley January 21, 2003 IF YOU ARE A CORPORATION A ACH YOU CO SEAL PAGE 2 SUB -CONTRACTORS CARNES SERVICE P O BOX 1258 WELLINGTON, CO 80549 PH 970-568-3632 FAX 970-568-3165 COLORADO CONSTRUCTORS 6810 N BROADWAY, STE B DENVER, CO 80221 PH 303-427-0868 FAX 303-427-0882 CONTINENTAL HARDSCAPE 1860 DENVER WEST DR, STE 2023 GOLDEN, CO 80401 PH 303-384-3399 FAX 303-278-1166 CREATIVE HARDSCAPE 2435 S CODY CT LAKEWOOD, CO 80227 PH 303-914-8525 FAX 303-988-8239 EXPRESS CONCRETE 5305 S ZIEGLER RD FT. COLLINS, CO 80528 PH 970-225-1287 FAX 970-229-0846 HALLMARK, INC. 5160 PARFET ST, #B-5 WHEAT RIDGE, CO 80033 PH 303-423-8005 FAX 303-423-8025 KIEFER CONCRETE 360 LINDEN ST FT. COLLINS, CO 80524 PH 970-482-8542 FAX 970-482-8658 LAFARGE WEST 1800 N TAFT HILL RD FT. COLLINS, CO 80521 PH 970-407-3600 FAX 970-407-3902 MILL BROTHERS LANDSCAPE 6121 E HARMONY RD FT. COLLINS, CO 80528 PH 303-493-3883 FAX 303-493-4943 MOUNTAIN STATES LIGHTING P O BOX 449 CONIFER, CO 80433 PH 303-838-4430 FAX 801-605-9058 NEW DESIGN CONSTRUCTION 2350 E 70TH AVE DENVER, CO 80229 PH 303-286-8500 FAX 303-286-9958 NORTHERN COLORADO TRAFFIC P O BOX 1826 GREELEY, CO 80632 PH 970-356-6881 FAX 970-356-5862 NORTHSTAR CONCRETE POBOX Y BERTHOUD, CO 80513 PH 970-532-0805 FAX 970-532-4687 QUALITY TRAFFIC CONTROL 216 RACQUETTE DR, #5 FT. COLLINS, CO 80524 PH 970-493-0865 FAX 970-493-0865 THOUTT BROTHERS CONCRETE 5460 TENNYSON ST DENVER, CO 80212 PH 303-458-1298 FAX 303-458-1424 TOTAL CONCRETE SERVICES 4325 HILLTOP RD LONGMONT, CO 80504 PH 303-447-8450 FAX 303-447-8483 HEATH] CONSTRUCTION MANAGEMENT R.C. HEATH CONSTRUCTION CO. P.O. DRAWER H • 141 RACQUETTE DR, FORT COLLINS, CO 80522 (80524) (970) 2214195 FAX (970) 221-2907 Randy DeMario President Randy is a graduate of Southern Illinois University with a degree in Structural Engineering. Eight years in the aerospace industry with Rockwell International and McDonnell Douglas were instrumental in Randy's abilities to deal with complex systems and schedules. With Heath Construction since 1992, Randy has managed a variety of complex projects and has developed an intimate knowledge of the processes necessary to move from a conceptual plan to actual construction. As President, Randy oversees and guides all strategic and operational functions of the company. Education 1988 — 1992 University of Southern California, Los Angeles, CA Classes toward Master of Science, Civil Engineering 1981 — 1985 Southern Illinois University, Carbondale IL Bachelor of Science, Structural Engineering Professional Experience 1992 - Present R.C. Heath Construction Co., Fort Collins, CO President 1988 - 1992 McDonnell Douglas Corporation, Huntington Beach, CA Manager - Structural Analysis, Advanced Launch Vehicles 1985 - 1988 Rockwell International, Downey, CA Structural Design/Analysis, US Space Station www.HEATHCONSTRUCTION-coM HEATH CONSTRUCTION MANAGEMENT R.C. DEATH CONSTRUCTION CO. P.O. DRAWER H • 141 RACQUETfE DR. FORT COLLINS, CO 80522 (80524) (970) 221-4195 FAX (970) 221-2907 Leon J. McCauley Vice President Leon is a graduate of Colorado State University with a degree in Mechanical Engineering. He has considerable field experience in heavy industrial and commercial construction projects ranging from large scale power, chemical and mining projects to commercial and luxury residential development and construction. Leon has personally managed most of Heath Construction's recent complex projects. As Vice President he is responsible for our project management and estimating systems and staff. Education 1987 - 1991 Colorado State University, Fort Collins, CO Bachelor of Science Mechanical Engineering Professional Experience 1997 — Present R.C. Heath Construction Co., Fort Collins, CO Vice President 1995 - 1997 The Commercial Division, Inc., Steamboat Springs, CO Project Superintendent 1991 - 1995 The Industrial Company, Steamboat Springs, CO Project Engineer www.HEATHCONSTRUCTION.com R.C. � -- FHEATH CONSTRUCTION MANAGEMENT Education R.C. HEATH CONSTRUCTION CO. P.O. DRAWER H • 141 RACQUETTE DR. FORT COUINS, CO 80522 (80524) (970) 2214195 FAX (970) 221-2907 Daniel L. Werner Project Manager Dan has fifteen years of domestic experience in Municipal and Commercial Construction. His managerial experience includes construction supervision, estimating, buyout, cost control and contract administration for projects up to $15,000,000. 1988 Colorado State University Bachelor of Science, Construction Management Professional Experience 2002 - Present R.C. Heath Construction Co., Fort Collins, Colorado Project Manager 2000 - 2002 MBI corporation, Fort Collins, Colorado Project Manager 1995 - 2000 Delehoy construction, Fort Collins, Colorado Estimator, Project Manager 1993 - 1995 MDP Construction, Colorado Springs, Colorado Project Coordinator Summary of Shmiticant Proiects EPURA Performance Park and Amphitheater (New Facility), Estes Park, Colorado Owner: Estes Park Urban Renewal Authority Will Smith (970) 577-3704 Architect: Thorp Associates P.C. Roger Thorp (970) 586-9528 East Morgan County Hospital Phase II (Remodel & Addition), Brush, Colorado Owner: East Morgan County Hospital District Anne Platt (970) 842-6200 Architect: H&L Architecture Russell Veazey (303) 295-1792 Yancey's Food Service Co. Distribution Warehouse (New Facility), Loveland, Colorado Owner: Yancey's Food Service Co. Greg Yancey (970) 484-3123 Architect: Bozich Architects Don Bozich (913) 342-8120 $ 498,320 $ 620,950 $ 7,237,196 www.HEATHCONSTRUCTTON coM LIM R.C. HEATH CONSTRUCTION MANAGEMENT R.C. HEATH CONSTRUCTION CO. P.O. DRAWER H • 141 RACQUETTE DR. FORT COLLINS, CO 80522 (80524) (970) 221-4195 FAX (970)221-2907 Chris W. Claflin Operations Manager/Senior Estimator Chris brings a wealth of knowledge to any construction project. His work was critical to the early success of Heath Construction. Chris brings hands on management, estimating and construction expertise to every project. Education 1966 — 1972 Colorado State University, Fort Collins, CO Bachelor of Science in Civil Engineering Professional Experience 2000 — Present R.C. Heath Construction Co., Fort Collins, CO Operations Manager, Estimator 1989 — 2000 HBE Corporation, Rocklin, CA Regional Manager, Senior Estimator 1978 — 1989 R.C. Heath Construction Co., Fort Collins, CO Vice President, Chief Estimator, Project Manager 1976 — 1978 Reid Burton Construction Co., Fort Collins, CO Estimator, Assistant Project Engineer www.HEATHCONSTRUCTION.com Rom. HEATH CONSTRUCTION MANAGEMENT Education U.S. Army - Engineering Laporte High School Professional Experience RC. HEATH CONSTRUCTION CO. P.O. DRAWER H • 141 RACQIIETTE DR. FORT COLLINS, CO 80522 (80524) (970)221-4195 FAx(970)221-2907 Derrel Baker Project Superintendent Derrel has been involved in construction for over thirty-six years, completing everything from remodeling to new school facilities. His attention to detail and ability to organize has resulted in many successful projects. 1994 to Present R.C. Heath Construction Co., Fort Collins, Colorado Project Superintendent 1974 - 1994 Sinnett Builders, Inc., Fort Collins, Colorado Project Superintendent 1969 - 1974 D & D Construction, Fort Collins, Colorado Owner/Superintendent 1962 - 1969 Kiefer Concrete, Inc., Fort Collins, Colorado Project Foreman/Superintendent Summary of Completed Projects EPURA Performance Park (Park and Amphitheater), Estes Park, CO $1,019,592 Owner: Estes Park Urban Renewal Authority Will Smith (970) 577-3704 Architect: Thorp Associates P.C. Roger Thorp (970) 586.9528 Mt. AnteroBlanca Peak Buildings (Facility Renovations), Fort Collins, CO $3,974,800 Owner: Front Range Community College Bob Rizzuto (303) 466-8811 Architect: Davis Partnership Architects Curtis Cox (303) 861-8555 CSU BioEnvironmental Hazard Research Building (New Facility) Fort Collins, CO $6,188,063 Owner: Colorado State University Bill Kraus (970) 206-0947 Architect: Randall E. Larson, Architect Randy Larson (316) 681-3513 Mawson Block/ Home State Bank Buildings (New Office Complex) Fort Collins, CO $3,336,538 Owner: K&M Company Tom Moore (970) 484-8082 Architect: RB+B Inc. George Brelig (970) 484-0117 F-IEATH CONSTRUCTION MANAGEMENT RC. HEATH CONSTRUCTION CO. P.O. DRAWER H • 141 RACQUETTE.DR, FORT COLLINS, CO 80522 (80524) (970) 2214195 FAX (970) 221-2907 Rod Wilhite Project Superintendent Rod has been involved in construction for over twenty-nine years completing everything from remodeling to new school facilities. His attention to detail and ability to organize has resulted in many successful projects. Education Colorado State University Business School Recent Professional Experience 2001 — Present R.C. Heath Construction Co., Fort Collins, CO Project Superintendent 1992 — 2000 Rhoads Construction, Inc., Fort Collins, CO Project Superintendent 1989- 1991 Drahota Construction, Fort Collins, CO Project Superintendent Current Proiect Yancey's Food Service Distribution Warehouse (New Facility), Fort Collin, CO $7,237,196 Owner: Yancey's Food Service Company Greg Yancey, 970-484-3123 Architect: Bozich Architects Don Bozich, 913-342-8120 Summary of Completed Projects Ridgeview Classical School (Addition & Remodel), Fort Collin, CO $1,084,573 Owner: Ridgeview Classical School Michael Tashman, 303-589-5511 Architect: Zeiler -Pennock Architects Jeanne Fielding, 303455-3322 Sunset and Heritage Middle Schools, Longmont, CO Owner: St. Vrain Valley Schools Rex Hartman, 303-682-7269 Architect: Hagen -Cameron Architects, PC Tim Hodges, 303-850-0350 Golden Municipal Building, (New Facility)Golden, CO Owner: City of Golden Ron Reavis, 303-384-8155 Architect: Roth & Shepard Architects Herb Roth,303-534-7007 $2,740,000 $2,700,000 THCONSTRUCTION.com R.c. R.C. HEATH CONSTRUCTION CO. H EATH FORT COLLINS, CO 80 2CQUETTE DR. 2 (80524) (970) 221-4195 FAX (970) 221-2907 CONSTRUCTION MANAGEMENT Similar Urban Area Projects Applies Comp. Contract/ To Date Project Name/Type Location Current $ Owner/Contact Phone Architect/Contact Phone a, c 2003 EPIIRA Performance Park Estes Park, CO 1,019,592 Estes Park Urban Renewal Authority 970-577-3704 Thorp Associates P.C. 970-586-9528 New Amphitheater and Park Facility Will Smith Roger Thorp a, c 2000 Clearview Channel Phase I Fort Collins, CO 402,942 City of Fort Collins Utilities 970-221-6884 Anderson Consulting 970-226-0120 Flood Control Structure Keith Meyer Engineers, Inc. Greg Koch a, e 1998 FRCC Harmony Library Fort Collins, CO 3,418,294 City of Port Collins Public Library 303-404-5408 Davis Partnership, PC 303-861-8555 New Facility David Besel Curtis Cox a, c 1995 Estes Park Walkway Phase II Estes Park, CO 170,451 Estes Park Urban Renewal Authority 970-586-5331 Design Studios West, Inc. 303-623-3465 Streetscape Renovation An Anderson Jeffrey Joyce a, c 1995 Estes Park Finishes Estes Park, CO 156,557 Estes Park Urban Renewal Authority 970-586-5331 Design Studios West, Inc. 303-623-3465 Riverwalk Extension An Anderson Jeffrey Joyce a, b, c 1992 Golden Streetscape Golden, CO 1,701,000 City of Golden Public Works 303-279-5602 TST Inc. Consulting Engineers 303-792-0557 Streetscape Renovation Dan Barman John Cotton a, c 1991 Ash Avenue Bridge Greeley, CO 420,973 City of Greeley 970-350-9796 City of Greeley 970-350-9796 Bridge Replacement Dave Wills Dave Wills a, c 1991 Jerico Bridge Grandby, CO 205,500 Town of Grand Lake 970-627-3435 Lance, Inc. 303-433-8389 Bridge Replacement Bill Rav Bill Hamouz a 1991 Rogers Park Fort Collins, CO 515,615 City of Fort Collets 970-221-6500 City of Fort Collins Engineering 970-221-6500 New Park Leslie Bryson Leslie Bryson a, c 1991 EPURA Parking Lot Estes Park, CO 111,383 Estes Park Urban Renewal Authority 970-586-5331 Estes Park Urban Renewal Authority 970-586-5331 New Parking Lot An Anderson An Anderson a, c 1990 Big Thompson Riverwalk Phase II Estes Park, CO 496,681 Estes Park Urban Renewal Authority 970-586-5331 Design Studios West, Inc. 303-623-3465 Riverwalk Extension An Anderson Jeffrey Joyce a, c 1989 Estes Park Streetscape 4 Estes Park, CO 83,721 Estes Park Urban Renewal Authority 970-586-5331 Design Studios West, Inc. 303-623-3465 Streetscape Renovation Art Anderson Jeffrey Joyce a. c 1988 Confluence Riverhont Park Estes Park, CO 755,873 Estes Park Urban Renewal Authority 970-586-5331 Design Studios West, Inc. 303-623-3465 Urban Riverscape Renovation Art Anderson Jeffrey Joyce a, c 1987 Estes Park Parking Lot Improvements Estes Park, CO 200,134 Estes Park Urban Renewal Authority 970-586-5331 Design Studios West, Inc 303-623-3465 Streetscape Renovation An Anderson Jeffrey Joyce a, c 1987 Estes Park Streetscape, Phase 3 Estes Park, CO 489,609 Estes Pat Urban Renewal Authority 970-586-533I Design Studios West. Ina 303-623-3465 Streetscape Renovation Art Anderson Jefffe. Joyce a c 1985 Estes Park Streetscape, Phase 2 Estes Park, CO 590,809 Estes Park Urban Renewal Authority 970-586-5331 Design Studios West. Inc. 303-623-3465 Streetscape Renovation Art Anderson Jeffrey Joyce a, c 1984 Old Town Plaza/Square Fort Collins, CO 528,355 Downtown Development Authority 970-484-2020 SLP, A Professional Corp. 303-623-7031 Historical Hardseape Renovation COM R.G. HEATH CONSTRUCTION MANAGEMENT R.C. HEATH CONSTRUCTION CO. P.O. DRAWER H • 141 RACQUETTE DR. FORT COLLINS, CO 80522 (80524) (970) 221-4195 FAX (970) 221-2907 Selected Recently Completed Projects Pagel of 3 Date Contract Comp. Project Name/Type Location Amount $ Owner/Contact Phone Architect/Contact Phone 2002 Ridge view Classical School Fort Collins, CO 1,073,517 Ridveview Classical School 303-589-5511 Zeiler -Pennock Architects 303455-3322 Facility Addition Michael Tashman Jeanne Fielding 2002 Front Range Community College Fort Collins, CO 3,974,800 Front Range Community College 303-466-8811 Davis Partnership Architects 303-861-8555 Mt Antero/Blanca Peak Buildings Renovations Bob Rizzuto Edward Ehrmann 2002 Poudre Health Services Dental Offices Fort Collins, CO 1,423,800 Poudre Health Services 970-224-5209 CCMK 970-493-1220 New Facility Chris Sheafor Sylvie Glass 2002 Interstate Honda Motorsports Fort Collins, CO 958,333 Loveland Motor Sports 970-667-0224 Architectural Resource Group 970-484-0126 New Dealership Facility Marshall Van Thorre Larry Trampe 2002 First United Presbyterian Church Greeley, CO 1,895,453 First Presbyterian Church 970-352-6565 Lee Architects 303-989-4500 Facility Addition John Trull Scott Boduch 2002 Adams County Parks/CSU Extension Building Henderson, CO 2,088,600 Adams County, CO 303-654-6002 Bley & Associates 970-330-3322 New Facility Pat Myers Lauren Bley 2002 Windsor/Severence Fire Station Windsor, CO 1,709,633 Windsor/Severence Fire 970-686-9596 Vaught -Frye Architects 970-224-1191 New Facility Protection District Joe Frye Chief Jerry Ward 2002 Ogallala High School Ogallala, NE 1,090,807 Ogallala School District 308-284-6751 Baker & Associates 308-632-3123 Facility Addition Don Battling Clint Taylor 2002 Good Samaritan J/P. Martinez Apartments Greeley, CO 2,577,069 Evangelical Lutheran 605-362-3193 Landmark Engineering Ltd 970-667-6287 New Facility Good Samaritan Society Bruce Meyer Leonard Kemnitz 2001 Timberline Branch, Home State Bank Fort Collins, CO 1,234,133 Home State Bank 970-622-7188 RB+B Architects 970-484-0117 New Facility Steve Forbes George Brelig 2001 General Care Health Services Medical Clinic Fort Collins, CO 1,275,064 General Care Health Services, Inc. 970-482-6620 Architecture One 970-669-9060 New Facility Charles Hatchette Al Hauser 2001 McCoy Sales Office/Warehouse Louisville, CO 1,054,589 McCoy Sales Corporation 303-762-8012 Richard C. Lubischer & Asso. 303-778-6369 New Facility Tom Gee Richard Lubischer 2001 George T- Sanders Company Wheat R id«e, CO 2.432,819 George T. Sanders Company 303-423-9660 David Langley Architects 970-223-1512 Facility Addition Gary Sanders David Langley www.HtA I M-UM, 1 KUU I ION.coml HEATH CONSTRUCTION MANAGEMENT R.C. DEATH CONSTRUCTION CO. P.O. DRAWER H • 141 RACQUETTE DR. FORT COLLINS, CO 80522 (80524) (970) 2214195 FAX (970) 221-2907 Selected Recently Completed Projects Date Comp. Project Name/Type Location 2001 Rocky Mountain Shambhala Center Red Feather Lakes, CO New Housing Facility and New Concrete Water Tank & Distribution System 2000 Town of Frederick Police Department Frederick, CO New Facility 2000 Centaurus High School Lafayette, CO Facility Addition 2000 CSU BioEnvironmental Hazard Research Bld Fort Collins, CO New Facility 1999 Lyons Middle/Senior High School Lyons, CO Facility Addition 1999 Colorado State Patrol Building Fort Collins, CO New Facility 1999 Wal-Mart RDC 6019 Expansion Loveland, CO Facility Addition 1999 Adams City High School Commerce City, CO Facility Remodel 1999 Union Colony Fire Station #5 Greeley, CO New Facility 1999 Dupont Elementary School Commerce City, CO Facility Remodel 1999 Adams City Middle School Commerce City, CO Facility Remodel 1999 Union Colony Fire Station #5 Greeley, CO New Facility 1999 Fort Collins Yamaha Suzuki Sea-Doo Fort Collins, CO New Motorcycle Dealership Facility Contract Amount $ Owner/Contact 2,059,762 Rocky Mountain Shambhala Center Jeff Waltcher 1,092,722 Town of Frederick Linda Glantz 1,261,398 Boulder Valley School District RE-2 Shawn Ropp 6,188,063 Colorado State University Bill Kraus 3,787,791 St. Vrain Valley School District Jeff Medwetz 1,010,357 State of Colorado Robert Dimberger 5,009,998 Wal-Mart Stores, Inc. Rick Williams 3,518,324 Adams City School District #14 Jim Garguilo 1,172,130 City of Greeley William Sterling 1,174,634 Adams City School District#14 Jim Garguilo 1,707,143 Adams City School District#14 Jim Garguilo 1,172,130 City of Greeley William Sterling 1,015,665 Fort Collins Yamaha Brian Harris Page 2 of 3 Phone Architect/Contact Phone 303-545-0092 Richard Rice Architect 303-443-8540 Jim Logan Architects 303-449-3274 303-833-2388 Roth -Shepard Architects 303-534-7007 Craig Friedman 303-447-5167 C.M. Yon Architects 303-691-8000 Carmen Yon 970-206-0947 Randall E. Larsen Architects 704-947-6150 Randy Larsen 303-682-7250 Hutton Ford Architects 303-773-2845 Todd Vandenburg 303-239-4646 Roth & Shepard Architects 303-534-7007 Suzanne Lanyi 501-271-0286 Carter & Burgess, Inc. 817-222-8500 Mike Latz 303-289-3947 RB+B Architects 970-484-0117 George Brelig 970-350-9795 Pahl -Pahl -Pahl 303-861-7147 Robert Grubb 303-289-3947 RB+B Architects 970-484-0117 Charles fielder 303-289-3947 RB+B Architects 970-484-0117 Charles fielder 970-350-9795 Pahl -Pahl -Pahl 303-861-7147 Robert Grubb 970-498-8858 Architectural Resource Group 970484-0126 Larry Trampe co" HER.C. R.C. HEATH CONSTRUCTION CO. ATH] FORT COLLINS, CO t80 22 (80524) DR. (970) 221-4195 FAX (970) 221-2907 CONSTRUCTION MANAGEMENT Selected Recently Completed Projects Page 3 of 3 Date Contract Comp. Project Name/Type Location Amount $ Owner/Contact Phone Architect/Contact Phone 1999 Pawnee High School Grover, CO 1,660,535 Pawnee RE-12 School District 970-895-2222 MCB Architects, AIA 303-758-7858 Addition/Remodel Gery Reins John Chaney, AIA 1999 Providence Ice Centre Windsor, CO 1,601,891 Windsor Ice House, LLC 970-686-9552 Architecture One 970-669-9060 New Recreation Facility Chris Ruff Al Hauser 1998 Fiberlok Building Fort Collins, CO 1,245,974 Fiberlok, Inc. 970-221-1200 Architecture One 970-669-9060 Addition/Remodel Bob Angliss AI Hauser 1998 Fire Station No. 12 Fort Collins, CO 1,025,924 Poudre Fire Authority 970-221-6581 Vaught*Frye Architects 970-224-1191 New Facility Mel Carlson Aubrey Carson 1998 CSU Rockwell Hall Fort Collins, CO 3,208,769 Colorado Sate University 970-491-0145 Michael Barber Architects 303-595-7070 Addition/Remodel Tom Moss Bart Harris 1998 Mawson Block/Home State Bank Fort Collins, CO 2,842,793 Home State Bank 970-622-7188 RB+B Architects 970-484-0117 New Facility Steve Fobes George Brelig 1998 Templed Hills Retreat Woodland Park, CO 1,034,525 Rocky Mountain Conference 719-687-9038 David A. Langley Architects 719-687-3415 New Facility Gary Conover David Langley 1998 Windsor Joint Use Maintenance Facility Windsor, CO 1,200,604 Weld Co. School Dist. RE-4 970-686-2963 Architecture One 970-669-9060 New Facility John Moore Al Hauser 1998 F.R. Comm. College/Harmony Library Fort Collins, CO 3,418,294 Front Range Community College 303-404-5408 Davis Partnership, PC 303-861-8555 New Facility David Besel Curtis Cox 1997 John's Harley Davidson Fort Collins, CO 1,179,185 RCK LLC 970-282-3464 Architecture Resource Group 970-484-0126 New Facility John Cockson Larry Trampe 1997 High Country Beverage Corporation Loveland, CO 1,270,637 High Country Beverage Corp. 970-353-1520 Architecture Resource Group 970-484-0126 New Building Dave Nichols Larry Trampe 1997 C.S.U. Lory Student Center Foil Collins, CO 1,549,547 Colorado State University 970-491-0151 Aller*Lingle Architects 970-223-1820 Additon;Remodel Tom Moss Mick Aller 1997 Windsor Schools Windsor, CO 1,013,072 Weld Co. School Dist. RE-4 970-686-7441 Hagen -Cameron Architects 719-448-0883 Addition/Remodel John Moore Tim Hodges 1997 Hewlett Packard Max Fab Clean Room Foil Collins, CO 912,565 Hewlett Packard 970-229-3633 Knight Architects & Engineers 312-346-2300 Addition/Remodel Bob O'Keefe Lester B. Knight www.HEATHCONSTRUCTION coM PAGE 3 UNITED RENTALS 2456 E 9T" ST LOVELAND, CO 80537 PH 970-667-3620 FAX 970-667-3930 WESTERN STATES RECLAMATION 2756 IMPERIAL ST FREDERICK, CO 80516 PH 303-833-1986 FAX 303-833-4447 R.G. HEATH CONSTRUCTION MANAGEMENT R.C. HEATH CONSTRUCTION CO. P.O. DRAWER H • 141 RACQUETTE DR. FORT COLLINS, CO 80522 (80524) (970) 221-4195 FAX (970) 221-2907 Selected Current Projects Date Contract Comp. Project Name/Type Location Amount $ Owner/Contact Phone Architect/Contact Phone 01103 East Morgan County Hospital Renovation Brush, CO 620,950 East Morgan Cry Hospital Dist. 970-842-6200 H&L Architecture 303-295-1792 Phase 2 Remodel & Addition Anne Platt Russell Veazey 01103 Boxelder Sanitation District Maintenance Building Fort Collins, CO 303,844 Boxelder Sanitation District 970-498-0604 Architectural Resource Group 970-484-0126 New Facility Rae i Srivastava Larry Trampe 02/03 Dell Range Showtime Video Cheyenne, WY 914,800 Burrwood, LLC 303-466-2482 Allred & Associates 303-465-4306 New Facility Shannon Wood Brent Allred, ALA 03/03 Poudre Fire Authority Fort Collins, CO 1,397,433 Poudre Fire Authority 970416-2895 Vaught -Frye Architects 970-224-1191 New Fire Station #14 Bob Poncelow Joe Frye 03/03 Jackson's All-Amencan Sports Bar Fort Collins, CO 330,205 B.C. on Tap, LLC 970-221-6171 Architecture One 970-669-9060 Jim Bowman Al Hauser 03103 Houska Automotive Fort Collins, CO 213,678 Houska Automotive 970-482-0156 Architecture One 970-669-9060 Dennis Houska Al Hauser 04/03 Yancey's Food Service Company Loveland, CO 7,237,196 Yancey's Food Service Company 970-484-3123 Bozich Architects 913-342-8120 New Office/Distribution Facility Greg Yancey Don Bozich 05/03 EPURA Performance Park Estes Park, CO 1,019,592 Estes Park Urban Renewal Authority 970-577-3704 Thorp Associates RC_ 970-586-9528 New Amph itheater and Park Facility Will Smith Roger I horp 2003 Good Samaritan Ft Collins Village Duplexes Fort Collins, CO 3,239,692 Evangelical Lutheran 005-362-3193 Landmark Engineering Ltd 970-667-6287 Infrastructure and 10 Duplexes Good Samaritan Society Bruce Meyer Leonard Kemnitz 2003 Redeemer Lutheran Church Fort Collins, CO 3,626,052 Redeemer Lutheran Church 970-225-9020 Mark Belford Architects 970-407-0070 New Facility Pastor Tim Runtsch Mark Belford 2003 1 hunder Mountain Harley Davidson Loveland, CO 5,500.000 Thunder Mountain Harley Davidson 970-493-3137 Thorp Associates P.(. 970-586-9528 New Retail Facility Todd & Shellie Erdmann Roger Thorp 2003 Akron Prairie Vista Akron, CO 1..421,631 Housing Authority of the 970-345-6538 Architecture One 970-669-9060 New Assisted Living Facility Town of Akron Al Hauser Donna Butz www.HtA 1 HUONJ7 KUCI ION.coM HR.C. R.C. HEATH CONSTRUCTION CO. EATH FORT COLLINS, CO t80522Q(80524) DR. (970) 221-4195 FAX (970) 221-2907 CONSTRUCTION MANAGEMENT Selected CM/GC Projects (In Addition To PFA Fire Station Projects) a Date Contract Comp. Project Name/Type Location Amount $ Owner/Contact Phone Architect/Contact Phone 2003 Redeemer Lutheran Church Fort Collins, CO 3,626,052 Redeemer Lutheran Church 970-225-9020 Mark Belford Architects 970-407-0070 New Facility Pastor Tim Runtsch Mark Belford 2003 EPURA Performance Park Estes Park, CO 1,019,592 Estes Park Urban Renewal Authority 970-577-3704 Thorp Associates P.C. 970-586-9528 New Amphitheater and Park Facility Will Smith Roger Thorp 2002 Good Samaritan Chapel Fort Collins, CO 1,184,381 Evangelical Lutheran 605-362-3193 TSP 5, Inc. 970-493-1772 Facility Addition Good Samaritan Society Don Watkins 2002 Ridge view Classical School Fort Collins, CO 1,073,517 Ridveview Classical School 303-589-5511 Zeiler -Pennock Architects 303-455-3322 Facility Addition Michael Tashman Jeanne Fielding 2002 Good Samaritan J/P. Martinez Apartments Greeley, CO 2,577,069 Evangelical Lutheran 605-362-3193 Landmark Engineering Ltd 970-667-6287 New Facility Good Samaritan Society Bruce Meyer Leonard Kemnitz 2001 Timberline Branch, Home State Bank Fort Collins, CO 1,234,133 Home State Bank 970-622-7188 RB+B Architects 970-484-0117 New Facility Steve Forbes George Brelig 2001 General Care Health Services Medical Clinic Fort Collins, CO 1,275,064 General Care Health Services, Inc. 970-482-6620 Architecture One 970-669-9060 New Facility Charles Hatchette Al Hauser 2001 George T. Sanders Company Wheat Ridge, CO 2,432,819 George T. Sanders Company 303-423-9660 David Langley Architects 970-223-1512 Facility Addition Gary Sanders David Langley 2001 Rocky Mountain Shambhala Center Red Feather Lakes, CO 2,059,762 Rocky Mountain Shambhala Center 303-545-0092 Richard Rice Architect 303-443-8540 New Housing Facility and Jeff Waltcher Jim Logan Architects 303-449-3274 New Concrete Water Tank & Distribution System 1999 Pawnee High School Grover, CO 1,660,535 Pawnee RE-12 School District 970-895-2222 MCB Architects, AIA 303-758-7858 Addition/Remodel Gery Reins John Chaney, AIA 1998 CSU Rockwell Hall Fort Collins, CO 3,208,769 Colorado Sate University 970-491-0145 Michael Barber Architects 303-595-7070 Addition/Remodel Tom Moss Bart Harris 1998 Mawson Block/Home State Bank Fort Collins, CO 2,842,793 Home State Bank 970-622-7188 RB+B Architects 970-484-0117 New Faciltiy Steve Fobes George Brelig w.vw.HEATHCONSTRUCTION cons R.C. R.C. HEATH CONSTRUCTION CO. H EATH FORT n CORAWER LLINS, CO 180 22eUETT(80524) DR. (970) 221-4195 FAX (970) 221-2907 CONSTRUCTION MANAGEMENT Selected Design/Build Projects ra Date Contract Comp. Project Name/Type Location Amount $ Owner/Contact Phone Architect/Contact Phone 2003 Thunder Mountain Harley Davidson Loveland, CO 5,500,000 Thunder Mountain Harley Davidson 970-493-3137 Thorp Associates P.C. 970-586-9528 New Retail Facility Todd & Shellie Erdmann Roger Thorp 2003 Yancey's Food Service Company Loveland, CO 7,237,196 Yancey's Food Service Company 970-484-3123 Bozich Architects 913-342-8120 New Office/Distribution Facility Greg Yancey Don Bozich 2002 Estes Park Municipal Building Estes Park, CO 816,123 Town of Estes Park 970-586-4464 Thorp Associates, PC 970-586-9528 Facility Remodel and Addition Richard Widmer Roger Thorp 2002 Interstate Honda Motorsports Fort Collins, CO 958,333 Loveland Motor Sports 970-667-0224 Architectural Resource Group 970-484-0126 New Dealership Facility Marshall Van Thorre Larry Trampe 1999 Providence Ice Centre Windsor, CO 1,601,891 Windsor Ice House, LLC 970-686-9552 Architecture One 970-669-9060 New Recreation Facility Chris Ruff Al Hauser 1998 Fiberlok Building Fort Collins, CO 1,245,974 Fiberlok, Inc. 970-221-1200 Architecture One 970-669-9060 Addition/Remodel Bob Angliss Al Hauser 1998 Windsor Joint Use Maintenance Facility Windsor, CO 1,200,604 Weld Co. School Dist. RE-4 970-686-2963 Architecture One 970-669-9060 New Facility John Moore Al Hauser 1997 John's Harley Davidson Fort Collins, CO 1,179,185 RCK LLC 970-282-3464 Architecture Resource Group 970-484-0126 New Facility John Cockson Larry Trampe 1997 High Country Beverage Corporation Loveland, CO 1,270,637 High Country Beverage Corp. 970-353-1520 Architecture Resource Group 970-484-0126 New Building Dave Nichols Larry Trampe www,HLA I HLUNS 1 RUC IION.CON1 DEATH CONSTRUCTION MANAGEMENT R.C. HEATH CONSTRUCTION CO. P.O. DRAWER H • 141 RACQUETTE DR. FORT COLLINS, CO 80522 (80524) (970) 221-4195 FAX (970) 221-2907 Available Equipment List Description Dump Trucks Flatbed Trucks Boom Trucks Bobcats Forklift Skytrack Forklift Tractor Backhoe Number 4 2 2 3 1 1 1 1 Assorted pumps, generators, compactors, compressors, breakers, augers, scafolding, forms, etc. Additional Equipment is leased as needed. www.HEATHCONSTRUCTION com JAN-30-2003 THU 01:56 PM HEATH CONSTRUCTION FAX NO. 9702212907 P, 02 STATE OF COLORADO DEPARTMENT OF TRANSPORTATION Construction Contract Unit pT 4201 East Arkansas Avenue Denver, Colorado 80222 (303)757-9865 January 23, 2003 NOTIFICATION OF )PR EQII.AL FICATION R.C. HEATH CONSTRUCTION CO 141 RACQUETTE DRIVE FT COLLINS, CO 80522- Vendor ID: 628A Reference is made to your application for registration as a qualified bidder on Colorado Highway work, dated January 21, 2003. Your file has been reviewed and determined to be complete. Based on the information contained in your application your firm is approved to submit bids on any project, subject to the ability of your firm to provide the required bond(s). Your farms Vendor ID is indicated above and must be shown on your bid proposal_ Bids from a general contractor will be received subject to any limitation stated above, and with due consideration of the amount of work presently under contract, past performance on highway contract, and the contractor's financial status at the time of bidding. It is further understood that the bidder has available the organization and equipment adequate for any project on which a bid is submitted; that the contractor's organization and equipment will be available to undertake the work on which bids are currently made, promptly after award of contract; and that the work will be carried on expeditiously and under proper supervision. This notice supersedes all previous notices. This prequalification will expire on January 31, 2004. You must file a new application 10 days prior that time to remain current. It is the contractor's sole responsibility to obtain and file the necessary forms each year prior to expiration. Forms are available on the Internet at litip://www,do.t.ti te.co.us/BusinessC'enter/13iddki—W id.Fonns.htrn. If you need forms sent to you, they may be requested at 303-757-9354. __..... ... Z rely Richard E. Ott CT)OT Award Officer (303)7.57-9006 REO;ro R.C. Heath Construction Co. SECTION 00430 SCHEDULE OF SUBCONTRACTORS List all subcontractors for the work items listed below and all subcontractors performing over 15% of the contract. ITEM 7/96 SUBCONTRACTOR Section 00430 Page 1 SECTION 00500 AGREEMENT FORMS 00510Notice of Award 00520Agreement 00530Notice to Proceed SECTION 00510 NOTICE OF AWARD Date: February 20, 2003 TO: R. C. Heath Construction Cow, PROJECT: DOWNTOWN ENHANCEMENT PROJECT; BID NO. 5759 OWNER: CITY OF FORT COLLINS (hereinafter referred to as "the OWNER") You are hereby notified that your Bid dated February 12, 2003 for the above project has been considered. You are the apparent successful Bidder and have been awarded an Agreement for DOWNTOWN ENHANCEMENT PROJECT; BID NO. 5759. The Price of your Agreement is Eight Hundred Thirty-five Thousand Four Hundred Twenty-seven Dollars and Three cents ($835,427 03) The amount is based on Unit Price. 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 March 7, 2003. 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. City of Fort Collins WNER B . ame B. O'Neill, II, CPPO, FNIGP ire for of Purchasing and Risk Management itle 9/12/O1 Section 00510 Page 1 SECTION 00520 AGREEMENT THIS AGREEMENT is dated as of the 20th day of February in the year of 2003 and shall be effective on the date this AGREEMENT is signed by the City. The City of Fort Collins hereinafter called OWNER) and R. C. Heath Construction Com,(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 several small sites in the downtown area. The bulk of the work includes removal and/or installation of concrete pavement, concrete sidewalk, colored and stamped concrete crosswalks, pedestrian access ramps, decorative pavers, tree grates, pedestrian lights, irrigation, retaining walls, pedestrian refuges, and the associated vehicle and pedestrian traffic control, and is generally described in Section 01010. ARTICLE 2. ENGINEER The Project has been designed by JR Engineering, Vignette Studios, BHA Design, and Rocky Mountain Rain; City of Fort Collins Engineering, who is hereinafter called ENGINEER and who will assume all duties and responsibilities and will have the rights and authority assigned to ENGINEER in the Contract Documents in connection with completion of the Work in accordance with the Contract Documents. ARTICLE 3. CONTRACT TIMES 3.1. This is a one year contract, at the option of the City, the Agreement may be extended for additional 1 year periods not to exceed two additional one year periods. Written notice of renewal shall be provided to the Service Provider and mailed no later than ninety (90) days prior to contract end. 3.2. The Work shall be Substantially Complete by October 31, 2003 and completed and ready for Final Payment and Acceptance in accordance with the General Conditions by November 15, 2003. 3.3. 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 proceeding the actual loss suffered by OWNER if the Work is not completed 9/12/01 Section 00520 Page 1 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 Five Hundred Dollars ($1500.00) for each calendar day or Traction thereof that expires after October 31, 2003 until the Work is Substantially Complete. 2) Final Acceptance: After Substantial Completion, Five Hundred Dollars ($500.00) for each calendar day or fraction thereof that expires after November 15, 2003 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: ($835,427.03), Eight Hundred Thirty-five Thousand Four Hundred Twenty-seven Dollars and Three cents, 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, progress payments will be in the amount equal to the percentage indicated below, 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. 90% of the value of Work completed until the Work has been 50% completed as determined by ENGINEER, when the retainage equals 5% of the Contract Price, and if the character and progress of the Work have been satisfactory to OWNER and ENGINEER, OWNER on recommendation of ENGINEER, 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. 90% 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 for 9/12/01 Section 00520 Page 2 Administrative Services Purchasing Division City of Fort Collins CITY OF FORT COLLINS ADDENDUM No. 1 BID #5759 DOWNTOWN ENHANCEMENT PROJECT SPECIFICATIONS AND CONTRACT DOCUMENTS Description of Bid #5759 Downtown Enhancement Project OPENING DATE: February 12, 2002, 3:00p.m. (Our Clock) To all prospective bidders under the specifications and contract documents described above, the following changes are hereby made. 1 ) All bids shall be submitted using the Revised Bid Schedule, attached. 2) The quantity of Item 202-04 Remove Decorative Sidewalk (concrete, pavers) shall be increased to 9315.7 square feet. Item 202-08 Remove Railings shall include cutting welds, grinding, and repainting the affected area on the support column. 4) Item 203-08 Potholing shall be paid for by the Hour. This item shall be performed with a vacuum style potholing truck using either water or air as the method to expose the utilities. All other related work, including removal of existing pavement orwalk, shoring, and labor will not be measured and paid for separately, but included in the cost. Potholes shall be backfilled with flow -fill, to be paid separately under Item 608-10 Flowable-Fill. Locating utilities with a backhoe or by hand will not be included in this line item. Any damage to existing utilities due to potholing will need to be repaired promptly and will be at the Contractor's expense. All locations shall be approved by the City representative prior to potholing. 5) Item 608-06 Pedestrian Refuge Island shall include a scored colored concrete median cover, Davis Color San Diego Buff. This colored concrete replaces the pavers shown on the plans at this location. 6) For clarification, the median cover on the mid block crossing on Mountain Avenue will consist of pavers on a concrete base, as shown on the plans. 7) Item 608-19 Concrete Sidewalk Chase shall be paid per "Each" chase installed. Quantity is (5) Each. 8) Item 608-25 Epoxy Coated Reinforcing Steel - the costs for this item shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in placing Epoxy Coated Reinforcing Steel not included under any other item, complete -in -place, and as directed by the Engineer. 215 North Mason Street • 2nd Floor • P.O. Box 580 • Fort Collins, CO 80522-0580 • (970) 221-6775 • FAX (970) 221-6707 payment. 5.1.2. Upon Substantial Completion payment will be made in an amount sufficient to increase total payments to CONTRACTOR to 95% of the Contract Price, less such amounts as ENGINEER shall 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. 9/12/01 Section 00520 Page 3 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. 6.6. CONTRACTOR has given ENGINEER written notice of all conflicts, errors or discrepancies that he has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR. ARTICLE 7. CONTRACT DOCUMENTS 7.1 The Contract Documents which comprise the entire Agreement between OWNER and CONTRACTOR concerning the Work consist of the General Conditions, Supplementary Conditions, those items included in the definition of "Contract Documents" in Article 1.10 of the General Conditions, and such other items as are referenced in this Article 7, all of which are incorporated herein by this reference. 7.2 Forms for use by CONTRACTOR in performing the Work and related actions in carrying out the terms of this Agreement are deemed Contract Documents and incorporated herein by this reference, and include, but are not limited to, the following: 7.2.1Certificate of Substantial Completion 7.2.2 Certificate of Final Acceptance 7.2.3 Lien Waiver Releases 7.2.4 Consent of Surety 7.2.5Application for Exemption Certificate 7.2. 6 Application for Payment 7.3 Drawings, consisting of a cover sheet and sheets includes the following: Downtown Enhancement Project: JR Engineering - Sheets 1-16 Vignette Studios - Sheets Vl-V6 BHA Design - Sheets Bl-B12 Rocky Mountain Rain - Sheets I1-I3 The Contract Drawings shall be stamped "Final for Construction" and dated. Any revisions made shall be clearly identified and dated. 7.4. Addenda Numbers 1 to 3, 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. 9/12/01 Section 00520 Page 4 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. 9/12/01 Section 00520 Page 5 OWNER: CITY OF FORT COLLINS CONTRAC R. R. C. a h Construction Co. By: By: JOHN FPFISCHBACH, CITY MANAGERBY' Randall J. DeMario JAME L II, CPPO,FNIGP D PURCHASING Title: President - AND RISK.M _G ENT Date: J Date: (CO PORA SEA Attest: " Attest: Cit� Cler} Leon J McCauley, Asst S Address r:givin �o�'ic s: Address for giving noti s: �t P. O. Box P.O. Drawer H Fort Collins, 22 Fort Collins, CO 80522 LICENSE NO.: A-1 Approved as to Form Assistant 1 y rn ey 9/12/01 Section 00520 Page 6 SECTION 00530 NOTICE TO PROCEED Description of Work: DOWNTOWN ENHANCEMENT PROJECT; BID NO. 5759 To: This notice is to advise you: That the contract covering the above described Work has been fully executed 1 the CONTRACTOR and the OWNER. That the required CONTRACTOR's Performance Bond and Payment Bond have be( received by the OWNER. That the OWNER has approved the said Contract Documents. Therefore, as the CONTRACTOR for the above described Work, you are here] authorized and directed to proceed within ( ) calendar days frc receipt of this notice as required by the Agreement. Dated this day of , 20 The dates for Substantial Completion and Final Acceptance shall ] and , 20_, respectively. City of Fort Collins OWNER By: Title: ACKNOWLEDGMENT OF NOTICE Receipt of the above Notice to Proceed is hereby acknowledged this d� of , 20 CONTRACTOR By: Title: 7/96 Section 00530 Page 1 SECTION 00600 BONDS AND CERTIFICATES 00610 Performance Bond 00615 Payment Bond 00630 Certificate of Insurance 00635Certificate of Substantial Completion 00640Certificate of Final Acceptance 00650 Lien Waiver Release (CONTRACTOR) 00660Consent of Surety 00670 Application for Exemption Certificate SECTION 00610 PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS: that (Firm) R. C. Heath Construction Company (Address) P.O. Drawer H, Fort Collins, CO 80524 (an Individual), (a Partnership), (a Corporation), "Principal" and Bond No. S285241 hereinafter referred to as tl (Firm) Employers Mutual Casualty Company (Address) P.O. Box 441098, Aurora, CO 80044 hereinafter referred to as "the Surety", are held and firmly bound unto City < Fort Collins, 300 Laporte Ave, Fort Collins, Colorado 80522 a (Municipz Corporation) hereinafter referred to as the "OWNER", in the penal sum ( $835,427.03 in lawful money of the United States, for tl payment of which sum well and truly to be made, we bind ourselves, successors at assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal enter( into a certain Agreement with the OWNER, dated the 20th day of February 20 O3 a copy of which is hereto attached and made a part hereof for tl performance of The City of Fort Collins project DOWNTOWN ENHANCEMENT PROJECT; BID NO. 5759. NOW, THEREFORE, if the Principal shall well, truly and faithfully perform ii duties, all the undertakings, covenants, terms, conditions and agreements of sa: Agreement during the original term thereof, and any extensions thereof which mz be granted by the OWNER, with or without Notice to the Surety and during the li: of the guaranty period, and if the Principal shall satisfy all claims and deman( incurred under such Agreement, and shall fully indemnify and save harmless tl OWNER from all cost and damages which it may suffer by reason of failure to ( so, and shall reimburse and repay the OWNER all outlay and expense which tl OWNER may incur in making good any default then this obligation shall be voi( otherwise to remain in full force and effect. 7/96 Section 00610 Page 1 PROVIDED, FURTHER, that the said Surety, for value received, hereby stipula.- and agrees that no change, extension of time, alteration or addition to the to of the Agreement or to the Work to be performed thereunder or the Specificatior accompanying the same shall in any way affect its obligation on this bond; and s does hereby waive notice of any such change, extension of time, alteration] addition to the terms of the Agreement or to the Work or to the Specificatio( PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACT shall abridge the right of any beneficiary hereunder, whose claim may;; unsatisfied. PROVIDED, FURTHER, that the Surety Company must be authorized to trans business in the State of Colorado and be acceptable to the OWNER. IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, e one of which shall be deemed an original, this 25th day of February (Corporate Seal) IN PRESENCE OF: INNPSE,,,CE OF: �IA7L Witness Principal nR.C.4thJ. D443rio, President P.O. Drawer H Fort Collins CO 80522 (Address) other Partners By: By: Surety Em=4;A;;t Company By: U JX}UP 0 Box 441098 Aurora, CO 80044 (Address) (Surety Seal) NOTE: Date of Bond must not be prior to date of Agreement. If CONTRACTOR _ Partnership, all partners should execute Bond. — 7/96 Section 00610 Page 2 SECTION 00615 PAYMENT BOND Bond No. KNOW ALL MEN BY THESE PRESENTS: that 5285241 (Firm) R. C. Heath Construction Comganyh.4 (Address) P. 0. Drawer H, Fort Collins, CO 80522 (an Individual), (a Partnership), (a Corporation), hereinafter referred to as "Principal" and (Firm) Employers Mutual Casualty Company (Address) P.O. Box 441098, Aurora, CO 80044 hereinafter referred to as "the Surety", are held and firmly bound unto the Ci of Fort Collins, 300 Laporte Ave., Fort Collins, Colorado 80522 a (Municip, Corporation) hereinafter referred to as "the OWNER", in the penal sum $835,427.03 in lawful money of the United States, f, the payment of which sum well and truly to be made, we bind ourselves, successo and assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal enter, into a certain Agreement with the OWNER, dated the 20th day of February 2003, a copy of which is hereto attached and made a part hereof for tl performance of The City of Fort Collins project, DOWNTOWN ENHANCEMENT PROJEC' BID NO. 5759. NOW, THEREFORE, if the Principal shall make payment to all persons, firm: subcontractors, and corporations furnishing materials for or performing labor the prosecution of the Work provided for in such Agreement and any authoriz( extension or modification thereof, including all amounts due for material: lubricants, repairs on machinery, equipment and tools, consumed, rented or us - in connection with the construction of such Work, and all insurance premiums said Work, and for all labor, performed in such Work whether by subcontractor otherwise, then this obligation shall be void; otherwise to remain in full for. and effect. 7/96 Section 00615 Page 1 PROVIDED, FURTHER, that the said Surety, for value received, hereby stipular- and agrees that no change, extension of time, alteration or addition to the to of the Agreement or to the Work to be performed thereunder or the Specificati i accompanying the same shall in any way affect its obligation on this bond; ac it does hereby waive notice of any such change, extension of time, alteration addition to the terms of the Agreement or to the Work or to the Specificatio PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRAC' shall abridge the right of any beneficiary hereunder, whose claim mays, unsatisfied. PROVIDED, FURTHER, that the Surety Company must be authorized to trans business in the State of Colorado and be acceptable to the OWNER. IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, el,i one of which shall be deemed original, this 25th day of February 4PRE E F Prinncip,R.CC eat on�tr ctinCo. By: Randall J DeMario McCauley President (Title) P.O. Drawer H, Fort Collins, CO 80522 (Address) (Corporate Seal) IN PRESENCE OF: Other Partners IMPSE CEOF: Surety / Emp yers Mutual C(ll alty Company Attorney -in -Fact Witness M P 0 Box 441098 Aurora, CO 80044 (Address) (Surety Seal) NOTE: Date of Bond must not be prior to date of Agreement. If CONTRACTOR Partnership, all partners should execute Bond. — 7/96 Section 00615 Page 2 9) Add Item 608-26 Street Name Sandblasting — Street names shall be sandblasted into the concrete to a depth of 1/8" using fine grained sand. After sandblasting is complete, all surfaces shall be thoroughly cleaned. Names shall be stained Lithichrome Grey, manufactured by Cleveland Lithichrome, 1024 East Wall, Fort Scott, Kansas, 66701, 316- 223-3210, or approved equal, and shall be applied according to the manufacturers specifications and instructions. Font shall be Times New Roman (8"). Location and street name shall be at top of ramps as shown on the plans. Quantity is (12) Each. 10) Add Item 608-27 Sawcutting - This item will only be for sawcutting that is not already paid for under another item. It is the intent of this item to be used, for example, to score a joint the length of a pavement slab, not related to a removal. Quantity shall be (50) Lineal Foot — Inch. 11) Item 609-02 Barrier Curb - 6" (see Ped. Refuge Detail page 6 Sect A -A, shall be re -named "Barrier Curb — 6" @ Midblock Crossing (see Ped Refuge Detail page 6 Sect A -A)." 12) Item 609-04 shall be renamed to "Vertical Curb and Gutter 42" (see Oak Street Detail)." 13) Item 623-01 Irrigation of Mountain Avenue (excluding medians) — This item shall include adjustment of all existing heads and valve boxes in the parkway on the south side of Mountain Avenue to match the proposed grade. This item also includes installation of new irrigation on the north side of Mountain Avenue at the mid block crossing as shown on sheet 1-2 of the plan set. 14) Traffic Control will be paid per item as provided by the Bid Schedule. 15) Item 630-15 Jersey Barrier shall be Type IV Concrete Barrier. 16) Concrete spoils will NOT be accepted at the City's Hoffman Mill site. All materials designated for removal will become the property of the Contractor, unless otherwise noted. If you have any questions please contact John Stephen, CPPB, Senior Buyer, at 970-221-6777. RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN RECEIVED. EMC Insurance Companies No. 512874 P.O. Box 712 • Des Moines, Iowa 50303 CERTIFICATE OF AUTHORITY INDIVIDUAL ATTORNEY -IN -FACT KNOW ALL MEN BY THESE PRESENTS, that: 1. Employers Mutual Casualty Company, an Iowa Corporation 5. Dakota Fire Insurance Company, a North Dakota Corporation 2. EMCASCO Insurance Company, an Iowa Corporation 6. EMC Property & Casualty Company, an Iowa Corporation 3 Union Insurance Company of Providence, an Iowa Corporation 7. The Hamilton Mutual Insurance Company, an Ohio Corporation 4 Illinois EMCASCO Insurance Company, an Illinois Corporation hereinafter referred to severally as "Company" and collectively as "Companies", each does, by these presents, make, constitute and appoint: CHRIS RICHMOND, RUSSELL MICHELS, DARLENE KRINGS, INDIVIDUALLY, FORT COLLINS, COLORADO ........................................... 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: IN AN AMOUNT NOT EXCEEDING TEN MILLION DOLLARS......................................................... ............... ($10,000,000.00);, 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, 2006 unless sooner revoked. AUTHORITY FOR POWER OF ATTORNEY This Power -of -Attorneys 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 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 power-of-attomey 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 other writings obligatory in the nature thereof, and any such instrument executed by any such 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 officer, whether made heretofore or hereafter,, wherever appearing upon a certified copy of any power -of -attorney of the Company, shall be valid and binding upon the Company with the same force and affect as though manually affixed. IN WITNESS WHEREOF, 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 21st day of November 2002 ' Seals "E'c'^•• Bruce G. Kelley, Chairman Jeffreys. Birdsley of Companies 2, 3, 4, 5 & 6; resident Assistant Secretary of Company 1; Vice Chairman and r � J o 4j • n _ _ ": o° eq .,; 9 o as r.FC)nf Cmmnnnu7 Onth,s2st dayof November AD 2002 before me a Notary Public in and for the State of Iowa, personally appeared Bruce G. Kelley and Jeffrey S. Birdsley, who, being by me duly sworn, did say that they are, and are known to me to be the Chairman, President, Vice Chairman and CEO, and/or 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 Jeffrey S. Birdsley, as such officers, acknowledge the execution of said instrument to be the voluntary act and deed of each of the Companies. My Commission Expires September 30, 2003. n1y VV111111. CAF,.JOYI..JVGVVJ' Notary Public in and for the State of Iowa CERTIFICATE I, David L. Hixenbaugh, 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 November 21, 2002 on behalf of Chris Richmond, Russell Michels, Darlene Krings 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 each Company this 25tbday of February 2003 Vice -President SECTION 00630 CERTIFICATE OF INSURANCE CONTRACTOR shall insert his own standard form for Certificate of Insurance. 7/96 Section 00630 Page 1 ACOR.OM CERTIFICATE OF LIABILITY INSURANCE 02/25//2003Y) PRODU;FR THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Flood & Peterson Insurance Inc ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 4821 Wheaton Drive HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P O Box 270370 Fort Collins, CO 80527 INSURED - - R.C. Heath Construction Co., Inc. P. O. Drawer H Fort Collins, CO 80522 INSURERS AFFORDING COVERAGE INSURER A: Travelers Insurance INSURER B: Pinnacol Assurance INSURERQ ____ _ INSURER D: INSURER E: 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR I TY E OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION I - LTR DATE MM/DD/YY DATE MM/DD/YY LIMITS A G NERALLIABILITY DTCO298N6651TlA02 09/30/02 09/30/03 EACH OCCURRENCE $1,000,000 COMMERCIALGENERAL LIABILITY FIRE DAMAGE(Anyone fire) ;CLAIMS MADE X 'OCCUR MED EXP (Any one person) j$300,000 $10,000 L PERSONAL & ADV INJURY $1,000,000 GENERAL AGGREGATE $2L000,000 GEN'L AGGREGATE _-1 PRODUCTS COMP/OP AGO -_. $2,000,000 1 PR -APPLIESPER: POLICY ' X PRO- ' LOC - - A AUTOMOBILE LIABILITY DT810298N6651 TIL02 09/30/02 09/30/03 X ANY AUTO COMBINED SINGLE LIMIT $1 OOO (Ea accident) , ,000 -- ALL OWNED AUTOS C_-- _- -' -_-- _-- BODILY INJURY $ SCHEDULED AUTOS (Per person) X HIRED AUTOS _ NON -OWNED AUTOS ILY (Per accident) $ X Drive Other Car - _ - - - PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTOONLY: AGG $ A EXCESS LIABILITY _ DTSMCUP298N6651- 09/30/02 09/30/03 EACH OCCURRENCE $5,000,000 -X OCCUR CLAIMS MADE ITIL02 AGGREGATE $S 000,000 $ DEDUCTIBLE Is X RETENTION $10000 Is B WORKERS COMPENSATION AND 14033691 10/01/02 10/01/03 IX WCYSTATU OE H- TR EMPLOYERS' LIABILITY TORLIMIT-S__ O I _ _ - E.L.EACH ACCIDENT s500,000 j E L DISEASE -EA EMPLOYEE4 s500,000 E.L. DISEASE -POLICY LIMIT $500,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS RE: Downtown Enhancement Project; Bid No 5759 City of Fort Collins, Engineer, Engineer Consultants and their respective officers and employees are named as additional insured, but only as respects liability arising out of work performed by the named insured (See Attached Descriptions) City of Fort Collins PO Box 580 Fort Collins, CO 80522 ACORn Sri—S 17/971e --......--- SHOULD ANYOFTHE ABOVE DESCRIBED POLICIESBE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYSWRITTEN NOTICETOTHE CERTIFICATE HOLDER NAMED TOTHE LEFT, BUTFAILURE TODOSOSHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURERJTS AGENTS OR Jl n v ewvriv wW.1 n i1W11 I' Q DESCRIPTIONS (Continued from Page 1) I (Excluding Workers' Compensation). Insurance policies do not provide professional liability for architects and engineers. �...... I... ,...I Y 1rJLJJOYO/IYILLOO.yi SECTION 00635 CERTIFICATE OF SUBSTANTIAL COMPLETION TO: CITY OF FORT COLLINS (OWNER) DATE OF SUBSTANTIAL COMPLETION PROJECT TITLE: DOWNTOWN ENHANCEMENT PROJECT; BID NO. 5759 PROJECT OR SPECIFIED PART SHALL LOCATION: Fort Collins, Colorado INCLUDE: OWNER: City of Fort Collins CONTRACTOR: CONTRACT DATE: The Work performed under this contract has been inspected by authoriz( representatives of the OWNER, CONTRACTOR, and the ENGINEER and the project (( specified part of the project, as indicated above) is hereby declared to 1 substantially completed on the above date. A tentative list of items to be completed or corrected is appended hereto. Th. list may not be exhaustive, and the failure to include an item on it does nc alter the responsibility of the CONTRACTOR to complete all the Work in accordan, with the Contract Documents. ENGINEER AUTHORIZED REPRESENTATIVE DATI The CONTRACTOR accepts the above Certificate of Substantial Completion and agre( to complete and correct the items on the tentative list within the tii indicated. By: CONTRACTOR AUTHORIZED REPRESENTATIVE DAT: The OWNER accepts.the project or specified area of the project as substan- tially complete and will assume full possession of the project or specified arf of the project at 12:01 a.m., on The responsibility fc heat, utilities, security, and insurance under the Contract Documents shall be . set forth under "Remarks" below. CITY OF FORT COLLINS, COLORADO By: OWNER REMARKS: 7/96 AUTHORIZED REPRESENTATIVE DAT: Section 00635 Page 1 SECTION 00640 CERTIFICATE OF FINAL ACCEPTANCE TO: Gentlemen: You are hereby notified that on the Fort Collins, Colorado, has for the day of accepted City of DOWNTOWN ENHANCEMENT PROJECT; BID NO. 5759. 20 20_, the City c the Work completed k Fort Collins project A check is attached hereto in the amount of $ as Final Payment fc all Work done, subject to the terms of the Contract Documents which are dat( In conformance with the Contract Documents for this project, your obligations ai guarantees will continue for the specified time from the following dat( Sincerely, OWNER: City of Fort Collins By: Title: ATEST: Title: 7/96 Section 00640 Page 1 SECTION 00650 LIEN WAIVER RELEASE (CONTRACTOR) TO: City of Fort Collins, Colorado (OWNER) FROM: (CONTRACTOR) PROJECT: DOWNTOWN ENHANCEMENT PROJECT; BID NO. 5759 1. The CONTRACTOR acknowledges having received payment, except retainage frc the OWNER for all work, labor, skill and material furnished, delivered ar performed by the CONTRACTOR for the OWNER or for anyone in tf construction, design, improvement, alteration, addition or repair of tf 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 CONTRACT( voluntarily waives all rights, claims and liens, including but not limitE to, mechanic's liens, Miller Act claims (40 U.S.C.A. 270 a and b), stc notices, equitable liens and labor and material bond rights which tf CONTRACTOR may now or may afterward have, claim or assert for all and ar work, labor, skill or materials furnished, delivered or performed for tf construction, design, improvement, alteration, addition or repair of tf above described project, against the OWNER or its officers, agent; employees or assigns, against any fund of or in the possession or contr( of the OWNER, against the project or against all land and the buildings and appurtenances to the land improved by the project. 3. The CONTRACTOR affirms that all work, labor and materials, furnishec delivered or performed to or for the construction, design, improvement alteration, addition or repair of the project were furnished, delivered ( performed by the CONTRACTOR or its agents, employees, and servants, or f and through the CONTRACTOR by various Subcontractors or materialmen ( their agents, employees and servants and further affirms the same have beE paid in full and have released in full any and all existing or possib] future mechanic's liens or rights or claims against the project or ar funds in the OWNER'S possession or control concerning the project c against the OWNER or its officers, agents, employees or assigns arising or of the project. 4. The CONTRACTOR agrees to defend and hold harmless the OWNER, the lender, any, and the Surety on the project against and from any claim hereinaftE made by the CONTRACTOR'S Subcontractors, materialmen, employees, servant: agents or assigns against the project or against the OWNER or its officer: employees, agents or assigns arising out of the project for all los: damage and costs, including reasonable attorneys fees, incurred as a resu- of such claims. 7/96 Section 00650 Page 1 5. The parties acknowledge that the description of the project set forth ab— constitutes and adequate description of the property and improvements which this Lien Waiver Release pertains. It is further acknowledged the this Lien Waiver Release is for the benefit of and may be relied upon-1 the OWNER, the lender, if any, and Surety on any labor and material bo: for the project. Signed this day of 20 CONTRACTOR — B y : _. Title: ATTEST: Secretary STATE OF COLORADO )ss. COUNTY OF LARIMER ) Subscribed and sworn to before me this 20 , by Witness my hand and official seal. My Commission Expires: 7/96 day of Notary Pub' Section 00650 Page 2 SECTION 00660 CONSENT OF SURETY TO: City of Fort Collins, Colorado (hereinafter referred to as the "OWNER") CONTRACTOR: PROJECT: DOWNTOWN ENHANCEMENT PROJECT; BID NO. 5759 CONTRACT DATE: In accordance with the provisions of the Contract between the OWNER and t] CONTRACTOR as indicated above, f( (Surety) on bond c hereby approves of the Final Payment to the CONTRACTOR, and agrees that Fins Payment to the CONTRACTOR shall not relieve the Surety Company of any of i1 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 d, of , (Surety Company) By ATTACH: Power of Attorney and Certificate of Authority of Attorney(s)-in-Fac! 7/96 Section 00660 Page 1 SECTION 00670 APPLICATION FOR EXEMPTION CERTIFICATE Insert State certificate here. 00330 REVISED Bid Schedule Downtown Enhancement Project City of Fort Collins Bid No. 5759 �U t @ y��tq�p 11�j '��.tli >�;�-. �i..�d ..i'.�i`ra 3, 201-01 Remove Bushes and Cobblestones in Planter 1.00 LS $ $ - 4, W, a 1E Wp = 202-01 Remove Concrete Pavement (8"-10") 46343.00 SF $ $ 202-02 Remove Asphalt Pavement (Full Depth 8"-12") 9144.45 SF $ $ 202-03 Remove Concrete Sidewalk, Asphalt Sidewalk and Access Ramps 15043.60 SF $ $ 202-04 Remove Decorative Sidewalk (concrete, pavers) 9315.70 SF $ $ 202-05 Remove Concrete Stairway 50.00 CF $ $ 202-06 Remove Standard Concrete Curb and Gutter 288.75 LF $ $ 202-07 Remove Highback/Other Curb and Gutter 804.05 LF $ $ 202-08 Remove Railings 40.00 LF $ $ 202-09 Remove Timber Stairway 1.00 LS $ $ 202-10 Remove Concrete Pad and Bench 6.00 EA $ $ 202-11 Remove Driveway 250.00 SF $ $ 202-12 Remove Canopy and Supports (cut conc. foundations) 1.00 LS $ $ 202 13 Remove Drinking Fountain Stubs and Abandon Waterlines 2.00 EA $ $ 202-14 Remove Concrete Wall (2.5' high) 16.00 LF $ $ 202-15 Remove Flag Pole (protect and return to city) 1.00 EA $ $ 203-01 Unclassified Excavation 346.00 CY $ $ 203-02 Embankment (for backfilling curbs and walls) cip 73.00 CY $ $ 203-03 Haul and Dispose 263.00 CY $ $ 203-04 Muck Excavation cip 200.00 CY $ $ 203-05 Borrow ABC 6" cip 260.00 TON $ $ 203-06 Topsoil (stockpiling®rading) 6" depth 74.00 CY $ $ 203-07 Topsoil 60/40 mix for medians 59.00 CY $ $ 203-08 Potholing 20.00 HR $ $ v� 208-01 Erosion Control 1.00 LS $ $ 777- 7 210-01 Adjust Manhole 10.00 EA $ $ 210-02 Adjust Valve Box 7.00 EA $ $ 210-03 Reset Inlet and Grate 2.00 EA $ $ 210-04 Remove and Replace Steel Stairway Assembly (also paint green) 1.00 EA $ $ .yg jib £ .F....£� 4. :Z' ycd�i�8^A X V4 61Ab 9W DR 0172 (12/98) COLORADO DEPARTMENT OF REVENUE DENVER CO 80261 (303)232.2416 CONTRACTOR APPLICATION FOR EXEMPTION CERTIFICATE Pursuant to Statute Section 39-26.114(1)(a)(XIx1 � 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 buildir materials for the exempt projectdescribed below. This exemption does not include or apply to the purchase or rental of equipmen supplies, and materials which are purchased, rented, or consumed by the contractor and which do not become a part of th 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 provide 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 prim 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. egistration/Account No. (to be assigned by DOR) Period 89 - 0170-750 (999) $0 00 yy 19`y, ,.t:.4c _ naKtS.i_ bra -,`.a' .;.? +�'�i'S N! Zx.3L f j t ..�-.�5"Yh71 � Ni„'�`,�.,. 8�' 3• r� Yt•�tt + x Uwner, Partner, or corporate name: Matting address (City, State, Zip): Contact Person E-Mail address: Federal Employer's Identification Number: Bid amount for your contract: Fax number. Business telephone number. Colorado withholding tax account number Wal h f. "and (2}caI,ni ame of exempt organization (as shown on contract): - ^ Exempt arganizatlods number. Address of exempt organization (City, State, Zi 98 P)� Principal contact at exempt organization: Principal contacts telephone number. Physical location of project sfte (give actual address when applicable and Cities and/or County (ies) where project is located) Scheduled Month Day Year construction start date: Estimated Month Day Year 1completion date a.'r��a}t! 'ttis�-,+- sawm�, t "?aty'1rr`.-#'"?i±[v-''i r`=i':. 1 declare under penalty of perjury in the second degree that fhe statements made in this application are true and complete to the best of my knowledge. Signature of owner, partner or corporate officer. Title of corporate officer. Date: DO NOT WRITE BELOW THIS LINE SECTION 00700 GENERAL CONDITIONS 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 Engineers 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) TABLE OF CONTENTS OF GENERAL CONDITIONS Article or Paragraph Page Article or Paragraph Page Number & Title Number Number & Title Number 1. DEFINITIONS1 2. PRELIMINARY MATTERS................................3 1.1 Addenda.............................................1 2.1 Delivery of Bonds............................. 1.2 Agreement .......................................... 1 2.2 Copies of Documents „-,,,,,,--,....... ,,,,.3 1.3 Application for Payment.......................1 2.3 Commencement of Contract 1.4 Asbestos................................„-,,,,,-,,,,1 Times; Notice to Proceed,,,,..._.,,,,-- 3 1.5 Bid .....................................................1 2.4 Starting the Work.... ..................3 1.6 Bidding Documents .............................1 2.5-2.7 Before Starting Construction; 1.7 Bidding Requirements .......................... CONTRACTOR's Responsibility 1.8 Bonds.................................................1 to Report; Preliminary Schedules; 1.9 Change Order ............................ .........I Delivery of Certificates of 1.10 Contract Documents 1 Insurance 3-4 1.11 Contract Price......................................1 2.8 Preconstruction Conference,,,,,-......, 4 1.12 Contract Times ......... ......... .........1 2.9 Initially Acceptable Schedules ...........4 1.13 CONTRACTOR1 1.14 defective....,,.,--„,„..............„-„-,,,-,.....1 3. CONTRACT DOCUMENTS: INTENT, 1.15 Drawings............................................I AMENDING, REUSE .......................................... 4 1.16 Effective Date of the Agreemen( ........... 1 3.1-3.2 Intent ............................................. 4 1.17 ENGINEER......................................... 1 3.3 Reference to Standards and Speci- 1.18 ENGINEER's Consultant ......................I fications of Technical Societies; 1.19 Field Order,,,,,-,,,,„ ............................. I Reporting and Resolving Dis- 1.20 General Requirements .........................2 crepancies,,,--,..,,,- .............. ....... 4-5 1.21 Hazardous Waste ................................. 2 3.4 Intent of Certain Terms or 1.22.a Laws and Regulations; Laws or Adjectives,.,,,,„.............................5 Regulations„ .................................... 2 3.5 Amending Contract Docunents......... 5 1.22.b Legal Holidays,,,,.„ ............................. 2 3.6 Supplementing Contract 1.23 Liens 2 Documents 5 1.24 Milestone2 3.7 Reuse of Documents.,.,,,.,........-........5 1.25 Notice of Award .................................. 2 1.26 Notice to Proceed................................2 4. AVAILABILITY OF LANDS; 1.27 OWNER .......................... ................... 2 SUBSURFACE AND PHYSICAL CONDITIONS; 1.28 Partial Utilization 2 REFERENCE POINTS 5 1.29 PCBs.................................................2 4.1 Availability of Lands .................. ,.,5-6 1.30 Petroleum -,,,,,,-,,, ... „-,,,,,...,,_„,,,,,,,,,,,,,2 4.2 Subsurface and Physical 1.31 Project................................................2 Conditions .................................... 6 1.32.a Radioactive Material. ........................... 4.2.1 Reports and Drawings ....................... 6 1.32.b Regular Working Hours ........................ 4.2.2 Limited Reliance by CONTRAC- 1.33 Resident Project Representative...,......., 2 TOR Authorized; Technical 1.34 Samples..............................................2 Data..............................-..............6 1.35 Shop Drawings ................................... 2 4.2.3 Notice of Differing Subsurface 1.36 Specifications,,,.,-„ ............................ 2 or Physical Conditions... ,, ,-„-„ 6 1.37 Subcontractor 2 4.2.4 ENGINEER's Review 6 1.38 Substantial Completion .......................2 4.2.5 Possible Contract Documents 1.39 Supplementary Conditions...................2 Change .................................. *...... 6 1.40 Supplier,,,,,,,,,,,,,,,,,,, ....-„ ........2 4.2.6 Possible Price and Times 1.41 Underground Facilities ..................... 2-3 Adjustments...., ................ .......... 6-7 1.42 Unit Price Work,.,,-„. .........3 4.3 Physical Conditions --Underground 1.43 Work 3 Facilities 7 1.44 Work Change Directive ....................... 3 4.3.1 Shown or Indicated .......................... 7 1.45 Written Amendment 3 4.3.2 Not Shown or Indicated 7 4.4 Reference Points ................................ 7 ii EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) Article or Paragraph Page Article or Paragraph T; Number & Title Number Number & Title ' NL 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 CONTRACTORs 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 Cancellation Prolision 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 Insu- ance; Option to Replace....................11 5.15 Partial Utilization --Property Insurance........................................11 6. CONTRACTOR'S RESPONSIBILITIES ............... 11 6.1-6.2 Supervision and Superintendencg....... 11 6.3-6.5 Labor, Materials and Equipment,,, H-12 6.6 Progress Schedule..............................J2 6.7 Substitutes and "Or -Equal" Items; CONTRACTOR's Expense; Substitute Construction Methods or Procedures; ENGINEER's Evaluation12-13 6.8-6.11 Concerning Subcontractors, Suppliers and Others; Waiver of Rights .........................13-14 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 6.17 Site Cleanliness 15 6.18 ..............................„ Safe Structural Loading.....................15 6.19 Record Documents .............................15 6.20 Safety and Protection ....................15-16 6.21 Safety Representative .......... .............16 6.22 Hazard Communication Program$ ...... 16 6.23 Emergencies.....................................16 6.24 Shop Drawings and Samples..............16 6.25 Submittal Proceedures; CON- TRACTOR's Review Prior -' to Shop Drawing or Sample Submittal,,,,_,,,,, 6.26 Shop Drawing & Sample Submit- - tals Review by ENGINEER,..,,, I1 l 6.27 Responsibility for Variations From Contract Documents,,,,,,,,, ] 6.28 Related Work Performed Prior to ENGINEER's Review and Approval of Required Submittals ................................ 6.29 Continuing the Work,,,,,,,,,,,,,,,,,,, l 6.30 CONTRACTOR's General Warranty and Guarantee,,,,,,,,,,,-1 6.31-6.33 Indemnification 6.34 Survival of Obligations ................... J 7. OTHER WORK ............................................... I 7.1-7.3 Related Work at Site,,,,,,,,,,,,,,,,,,,,,, I 7.4 Coordination__..._„,,,,,,,,,,,,,,,,,,,,,,,,,,1 8. OWNER'S RESPONSIBILITIES 8.1 Communications to CON- TRACTOR ............................... 8.2 Replacement of ENGINEER,,,,,,,,,, t 8.3 Furnish Data and Pay Promptly When Due..................................1 8.4 Lands and Easements; Reports - and Tests...............................11 1 8.5 Insurance.......................................1 8.6 Change Or&rs 8.7 Inspections, Tests and Approvals ...................................1 8.8 Stop or Suspend Work; Terminate CONTRACTOR's _ Services......................................1 8.9 Limitations on OWNER'S Responsibilities, ........................ -9 8.10 Asbestos, PCBs, Petroleum, Hazardous Waste or Radioactive Material,,,,,,,,,,,,,,,,, 8.11 Evidence of Financal Arrangements, ............................. 9. ENGINEER'S STATUS DURING CONSTRUCTION ........................................... 9.1 OWNERs Representative...............1 9.2 Visits to Site -1 9.3 Project Representative.„.............P 9.4 Clarifications and Interpre- tations...................................... 9.5 Authorized Variations in Wrk rM EJCDC GENERAL CONDITIONS 1910-8 (1991 w/ CITY OF FORT COLLINS MODIFICATIONS Article or Paragraph Page Article or Paragraph Page Number & Title Number Number & Title Number 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 on Disputes; ENGI- NEER as Initial Interpreter..............22 9.13 Limitations on ENGINEER's Authority and Responsibilities„.. 22-23 CHANGES IN THE WORK ....................................... 23 10.1 OWNER's Ordered Change ................ 23 10.2 Claim for Adjustment. ....................... 23 10.3 Work Not Required by Contract Documents ..................................... 23 10.4 Change Orders..................................23 10.5 Notification of Surety .........................23 CHANGE OF CONTRACT PRICE .....**...... *'*"*.......... 23 11.1-11.3 Contract Price; Claim for Adjustment; Value of the Work ................................... 23-24 11.4 Cost of the Work „........................24-25 11.5 Exclusions to Cost of the Work ........ 25 11.6 CONTRACTOR's Fee........................25 11.7 Cost Records ................................. 25-26 11.8 Cash Allowances...............................26 11.9 Unit Price Work ................................. 26 CHANGE OF CONTRACT TIMES ............................26 12.1 Claim for Adjustment ........................ 26 12.2 Time of the Essence„........................26 12.3 Delays Beyond CONTRACTOR's Control 26-27 12.4 Delays Beyond OWNER's and CONTRACTOR's Control ................. 27 TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK..................................................77 13.1 Notice of Defects ................................ 27 13.2 Access to the Work ............................27 13.3 Tests and Inspections; CONTRACCOR'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- 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 ofDefective Work ......... 28 13.14 OWNER May Correct Defective Work ..................................... 28-29 14. 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 Utilization ......................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 TERMINATION ............................................... 32 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. DISPUTE RESOLUTION33 17. MISCELLANEOUS......_...33 17.1 Giving Notice ................................ 33 17.2 Computation of Times .................... 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 ............... I....................... 35 EXHIBIT GC -A: (Optional) Dispute Resolution Agreement ..................... GC -Al 16.1-16.6 Arbitration ............................... GC -Al 16.7 Mediation ................................ GC -Al iv E1CDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) INDEX TO GENERAL CONDITIONS City of Fort Collins modifications to the General Conditions of the Construction Contract are not shown in this index Article or Paragraph Number Acceptance of -- Bonds and Insurance........................................5.14 defective Work............................10.4.1, 13.5, 13.13 final payment ... ......... ...................9.12, 14.15 insurance.......... 5..14 other Work, by CONTRACTOR ......................I...7.3 Substitutes and "Or -Equal" Items ......................0.7.1 Work by OWNER..............................2.5, 6.30, 6.34 Access to the -- Lands, OWNER and CONTRACTOR responsibilities.............................................. 4.1 site, related Work ............................................... 2 Work...........................................13.2, 13.14, 14.9 Acts or Omissions--, Acts and Omissions-- CONTRACTOR...................................6.9.1, 9.13.3 ENGINEER .......................................... 6.20, 9.13.3 OWNER....................................................6.20, 8.9 Addenda --definition of (also see definition of Specifications) ....... (1.6, 1.10, 6.19), 1.1 Additional Property Insurances ................................. 5.7 Adjustments -- Contract Price or Contract Times ...........................1.5, 3.5, 4.1, 4.3.2, 4.5.2, .............................4.5.3, 9.4, 9.5, 10.2-10.4, .........................................11, 12, 14.8, 15.1 progress schedule ................ I ........................ I ..... 6.6 Agreement -- definition of......................................................1.2 "All -Risk" Insurance, policy form...........................5.6.2 Allowances, Cash .................................................... j 1.8 Amending Contract Documents......... I ...................... 3.5 Amendment, Written -- in general................1.10, 1.45, 3.5, 5.10, 5.12, 6.6.2 ..........................6.8.2, 6.19, 10.1, 10.4, 11.2 ...................................• 12.1, 13.12.2, 14.7.2 Appeal, OWNER or CONTRACTOR intent to ..........................9.10, 9.11, 10.4, 16.2, 16.5 Application for Payment -- definition of......................................................1.3 ENGINEER's 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 authorized to stop Work ........... 4.5.2 definition of.......................................................1.4 Article or Paragr+ NuLnl OWNER responsibility for.............................4.5.1, L. possible price and times change ....... ............ 4.5. Authorized Variations in Work......... 3 6, 6.25, 6.271— . Availability of Lands ......................................... 4.1, . Award, Notice of--defined......................................1.2 Before Starting Construction ... ......... .........2.5-2. Bid --definition of ........................1.5 (1.1, 1.10, 2.3, ........ 4.2.6.4, 6.13, 11.4.3, l I.Y. Bidding Documents--definitionof ...................1.6 _ (6 Bidding Requirements --definition of..........................................1.7 (1.1, 4.2.6., Bonds -- acceptance of additional bonds..................................10.5, 11.4.5. Cost of the Work............................................11-1 definition of,,,, "*.................... delivery of .I ....... ......... ..................2.1, final Application for Payment .................14.12-14.1 general......................................1.10, 5.1-5.3, 57: ........................................9.13, 10.5, 14 . Performance, Payment and Other...................5.1-5. Bonds and Insurance --in general...... — Builder's risk "all-risk" policy form........................5 Cancellation Provisions, Insurance......., 5.4.11, 5.8, 5.1 Cash Allowances.................................................... It. Certificate of Substantial Completion ........ 1.38, 6.30. ..................................................14.8, 1,..,: Certificates of Inspection..., *....*. '**.P.13.4, 13.5, 14.1 Certificates of Insurance...........„2.7, 5.3, 5.4.11, 5.4": .......................5.6.5, 5.8, 5.14, 9.13.4, 1, Change in Contract Price -- Cash Allowances ...............................................!, claim for price adjustment............ 4.1, 4.2.6, 4.5, 5.15, 6.8.2, 7. ...................9.5, 9.11, 10.2, 10.5, 11.2, 13.' .... 3.13,13.14,14.7,15.1, CONTRACTOR's fee ........................................: Cost of the Work general...............................................11.4-". Exclusions to ............................................... . Cost Records ..................................................... It. in general.............1.19, 1.44, 9.11, 10.4.2, 10.4.3-1 Lump Sum Pricing..........................................11 . Notification of Surety ........................................ i v. Scope of ............... ......... ......... ........10.3-10. Testing and Inspection, Uncovering the Work .................................. v EJCDC GENERAL CONDITIONS 1910-8 (199( w/ CITY OF FORT COLLINS MODIFICATIONS , Unit Price Work 11.9 ........................................... Article or Paragraph Number Value of Work..................................................11.3 Change in Contract Times -- Claim for times adjustment ......... 4.1, 4.2.6, 4.5, 5.15, ............ 6.8.2, 9.4, 9.5, 9.11, 10.2, 10.5, 12.1, ... * ........... 13.9, 13.13, 13.14, 14.7, 15.1, 15.5 Contractual time limits....,,_„ ............ ..............12.2 Delays beyond CONTRACTOR's control........................................................12.3 Delays beyond OWNER's and CONTRACTOR's control............................12.4 Notification of surety .... ......... .................10.5 Scope of change., ...................................... 10.3-10.4 Change Orders -- Acceptance ofDefective Work ..........................13.13 Amending Contract Documents .........................3.5 Cash Allowances11.8 Change of Contract Price.....................................11 Change of Contract Times...................................12 Changes in the Work .................................... .. ......... „_.._.., ._*.....10 CONTRACTOR's fee ........................................ 11.6 Cost of the Work11.4-11.7 Cost Records....................................................11.7 definition of.......................................................1.9 emergencies.....................................................6.23 ENGINEER's responsibility....... 9.8, 10.4, 11.2, 12.1 execution of.....................................................10.4 Indemnifiction .........................6.12, 6.16, 6.31-6.33 Insurance, Bonds and.......................5.10, 5.13, 10.5 OWNER may terminate, .........._ I'5.2-15.4 OWNER's Responsibility.............................$.6, 10.4 Physical Conditions -- Subsurface and .............................................. 4.2 Underground Facilities--.., ..................... I .... 4.3.2 Record Documents,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, 6.19 Scope of Change.......................................10.3-10.4 Substitutes ............................................. 6.7.3, 6.8.2 Unit Price Work ................................................ 11.9 value of Work, covered by ................................. 11.3 Changes in the Work.................................................10 Notification of surety .................... ..................... 10.5 OWNER's and CONTRACTOR's responsibilities ............................................. 10.4 Right to an adjustment......................................10.2 Scope of change ........... ......... ...........10.3-10.4 Claims -- against CONTRACTOR....................................6.16 against ENGINEER,._.. ....***.. ...............6.32 against OWNER Change of Contract Price ........................... 9.4, 11.2 Change of Contract Times ........................ 9.4, 12.1 CONTRACTOR's.............4, 7.1, 9.4, 9.5, 9.11, 10.2, ..........................11.2, 11.9, 12.1, 13.9, 14.8, ............................................15.1, 15.5, 17.3 CONTRACTOR's Fee 11.6 ........................................ Article or Paragraph Number CONTRACTOR's liability ........... 5.4, 6.12, 6.16, 6.31 Cost of the Work ....................................... 11.4, 11.5 Decisions on Disputes ........... ..................9.11, 9.12 Dispute Resolution............................................16.1 Dispute Resolution Agreement ....................16.1-16.6 ENGINEER as initial interpretor .......................9.11 Lump Sum Pricing ......................................... ............. 11.3.2 Noticeof..........................................................1.7.3 OWNER's................... 9.4, 9.5, 9.11, 10.2, 11.2, 11.9 ........................ 12.1, 13.9, 13.13, 13.14, 17.3 OWNER's liability ........................................... 5.5 OWNER may refuse to make payment.................14.7 Professional Fees and Court Costs Included......................................................17.5 request for formal decision or) ............................9.l l Substitute Items ,,,,,,,,,,,,,,,,* ... *... 6.7.1.2 Time Extension.................................................12.1 Time requirements....................................9.11, 12.1 Unit Price Work. 11.9.3 Valueof...........................................................1.1.3 Waiver of --on Final Payment„ ............... j4.14, 14.15 Work Change Directive ..................................... 10.2 written notice required ......................9.11, 11.2, 12.1 Clarifications and Interpretations............ 3.6.3, 9.4, 9.11 Clean Site .............................................................. 6.17 Codes of Technical Society, Organization or Association ................................................. 3.3.3 Commencement of Contract Times ...........................2.3 Communications-- general..............................................6.2, 6.9.2, 8.1 Hazard Communication Programs .....................6.22 Completion -- Final Application for Payment .........................14.12 Final Inspection .................. 14.11 Final Payment and Acceptance ...............14.13-14.14 Partial Utilization14.10 Substantial Completion ......................1.38, 14.8-14.9 Waiver of Claims ............................................. 14.15 Computation of Times...............................17.2.1-17.2.2 Concerning Subcontractors, Suppliers and Others.................................................6.8-6.11 Conferences -- initially acceptable schedules .............................. 2.9 preconstruction................ ... ................ 2.8 Conflict, Error, Ambiguity, Discrepancy-- CONTRACTOR to Report.,' "**..................2.5, 3.3.2 Construction, before starting by CONTRACTOR............................................2.5-2.7 Construction Machinery, Equipment, etc, .................6.4 Continuing the Work .................................... 6.29, 10.4 Contract Documents -- Amending ............................... ............................ 3.5 Bonds............................................................. 5.1 vi EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) Cash Allowances..............................................11.8 Article or Paragraph Number Change of Contract Price,,,,,....*,,,,,,,, ,,,,,,,,,,,,,,,,,11 Change of Contract Times, .................................. 12 Changes in the Work ... ............................. 10.4-10.5 check and verify ................................................ 2.5 Clarifications and Interpretation.......................... 3.2, 3.6, 9.4, 9.11 definition of.....................................................1.10 ENGINEER as initial interpreter of„ ................ 9.11 ENGINEER as OWNER's representative, ............. 9.1 general3 Insurance...........................................................5.3 Intent........................................................3.1-3.4 minor variations in the Work..............................3.6 OWNER's responsibility to furnish data...............8.3 OWNER's responsibility to make prompt payment ..........................$.3, 14.4, 14.13 precedence,,,,,,,,, .....................3.1, 3.3.3 Record Documents ............................................. 6.19 Reference to Standards and Specifications of Technical Societies ................................... 3.3 Related Work .................. ......... ................7.2 Reporting and Resolving Discrepancies ......... 2.5, 3.3 Reuseof.............................................................3.7 Supplementing .................................................. 3.6 Termination of ENGINEER's Employment .......... 8.2 Unit Price Work...............................................11.9 variations, ......................................... 3.6, 6.23, 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 Changeof..........................................................11 Decision on Disputes........................................9.11 definition of ...... ......... ...„-_„ ................1.11 Contract Times -- adjustment of ..........................3.5, 4.1, 9.4, 10.3, 12 Change o................................................. 12.1-12.4 Commencement of .............................................. 2.3 definition of.....................................................1.12 CONTRACTOR -- Acceptance of Insurance ................................... 5.14 Communications......................................6.2, 6.9.2 Continue Work ........................................ 6.29, 10.4 coordination and scheduling ... ...... ..............6.9.2 definition of.....................................................1.13 Limited Reliance on Technical Data Authorized.........................................4.2.2 May Stop Work or Terminate............................1.5.5 provide site access to others,,,,,,,,,,,,,,,,,,,,,,, 7.2, 13.2 Safety and Protection ...................4.3.1.2, 6.16, 6.18, ......................................6.21-6.23, 7.2, 13.2 Shop Drawing and Sample Review Prior to Submittal ......................................... 6.25 Stop Work requirements,,.,,.. ...4,5, CONTRACTOR's— Article or Paragra Nui-_ Compensation, ........................................... Continuing Obligation .................................... 14-i Defective Work ..... ......... ........9.6, 13.10-13 Duty to correct defective Work ..........................13.1 Duty to Report -- Changes in the Work caused by Emergency ................................ ............ 6 - Defects in Work of Others 7.1 Differing conditions ................................... 4.— Discrepancy in Documents,,,,,,,, 2.5, 3.3.2, 6.1 Underground Facilities not indicated,,,,,,.... 4.3., Emergencies.....................................................62 Equipment and Machinery Rental, Cost of the Work...........................................11'.4. . Fee --Cost Plus..........................11.4.5.6, 11.5.1, 11. General Warranty and Guarantee .......................0^ Hazard Communication Programs.....................0 Indemnification ........................6.12, 6.16, 6.31-6.3 Inspection of the Work ............................... 7.3, 11 Labor, Materials and Equipment,,,,,,, ,,,,,,,,6.3- Laws and Regulations, Compliance by,., ......, 6.14. Liability Insurance..............................................I. Notice of Intent to Appeal .........................9.10, 1 obligation to perform and complete theWork....................................................0.3 Patent Fees and Royalties, paid for by................j ! Performance and Other Bonds ............................ Permits, obtained and paid for by.......................0.1 Progress Schedule ...........................2.6, 2.8, 2.9, ........................................ 6.29, 10.4, 15, Request for formal decisionon disputes...............i.1 Responsibilities -- Changes in the Work .................................. I Concerning Subcontractors, Suppliers and Others......................................6.8-6.1 Continuing the Work„........................0,29, 1' CONTRACTOR'S expense .......................... 6. CONTRACTOR's General Warranty and Guarantee.......................................6-3 CONTRACTOR's review prior to Shop Drawing or Sample submittal ,,,,,,,,,,,,,,,,6.- Coordination of Work 6.9. Emergencies................................................E ENGINEER's evaluation, Substitutes or "Or -Equal" Items..............................4.7. For Acts and Omissions -- of Others ............................ 6.9.1-6.9.2, S for deductible amounts, insurance. .................. 5. general........................................6, 7.2, 7.3,8, Hazardous Communication Programs,,,,,,,,,, f Indemnification ................................... 6.31-6.., vii EJCDC GENERAL CONDITIONS 1910-8 (199C w/ CITY OF FORT COLLINS MODIFICATIONS Labor, Materials and Equipment..............0.3-6.5 Laws and Regulations..................................6.14 Liability Insurance ......................................... 5.4 Article or Paragraph Number Notice of variation from Contract Documents, ................... ...................... 6.27 Patent Fees and Royalties.............................6.12 Permits...................................................... 6.13 Progress Schedule ........................................ 6.6 Record Documents,,,,,,,,,,,,,,,,,,, 6.19 related Work performed prior to ENGINEER's approval of required submittals ............................................. 6.28 safe structural loading ........ ......................6.18 Safety and Protection .................... 6 20, 7.2, 13.2 Safety Representative...................................6.21 Scheduling the Work ......... ............. .6.9.2 Shop Drawings and Samples,,,,,,,,,,, ............. 6.24 Shop Drawings and Samples Review by ENGINEER......................................6.26 Site Cleanliness ........................................... 6.17 Submittal Procedures;6.25 Substitute Construction Methods and Procedures6.7.2 Substitutes and "Or -Equal" Items ................ 6.7.1 Superintendence ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,6 2 Supervision .................................................. 6.1 Survival of Obligations..................I.............6.34 Taxes..... .. .............. ......... ......... .........6.15 Tests and Inspections...................................13.5 ToReport ............... ..................................2 5 Use of Premises ................. *..6.16-6.18, 6.30.2.4 Review Prior to Shop Drawing or Sample Submittal .. ... ...................................6.25 Right to adjustment for changes in the Work .....10.2 right to clairq,,,,......, 4, 7.1, 9.4, 9.5, 9.11, 10.2,11.2, ...,,,,,,,11.9, 12.1, 13.9, 14.8, 15.1, 15.5, 17.3 Safety and Protection,,,,,,,,,,,,,,,,,, 6.20-6.22, 7.2, 13.2 Safety Representative ,,,,,,,,,,,,,,,,,,,, 6.21 .4-.28 Shop Drawings and Samples Submittals„„ 6.26 Special Consultants........................................11.4.4 Substitute Construction Methods and Procedures„6.7 Substitutes and "Or -Equal" Items, Expense .......................................... 6.7.1, 6.7.2 Subcontractors, Suppliers and Others,,,,, ,,,, , 6.8-6.11 Supervision and Superintendence .......... 6.1, 6.2, 6.21 Taxes, Payment by............................................6.15 Use of Premises 6.16-6.18 Warranties and guarantees ......... ........... 6.5, 6.30 Warranty of Title ......... ...... ... ..................14.3 Written Notice Required-- CONTRACTOR stop Work or terminate ........ 15.5 Reports of Differing Subsurface and Physical Conditions .......................4.2.3 Substantial Completion...............................14.8 CONTRACTORS--other...............................................7 Contractual Liability Insurance..............................5..4.10 Contractual Time Limits ......... . ....... ............... j2.2 Article or Paragraph Number Coordination -- CONTRACTORS responsibility ........................6.9.2 Copies of Documents ............................................... 2.2 Correction Period..................................................13.12 Correction, Removal or Acceptance of Defective Work-- in general...................................10.4.1, 13.10-13.t4 Acceptance ofDefective Work ..........................13.13 Correction or Removal of Defective Work.................................6.30, 13.11 Correction Period ......... ......... „ , ...........13.12 OWNER May Correct Defective Work ............... 13.14 OWNER May Stop Work .............. ..............13.10 Cost -- of Tests and Inspections.....................................13.4 Recordsll.7 Cost of the Work -- Bonds and insurance, additional ...................11.4.5.9 Cash Discounts ................ ......... ............ .11.4.2 CONTRACTORs Fee.......................................11.6 Employee Expenses......................................11.4.5.1 Exclusions to ..... ......... ......... ................11.5 General 11.4-11.5 Home office and overhead expenses ....................11.5 Losses and damages ...................... ...........11.4.5.6 Materials and equipment„..............................11.4.2 Minor expenses ............... ......... ..........11.4.5.8 Payroll costs on changes.................................11.4.1 performed by Subcontractors ......... .............1.1.4.3 Recordsll.7 Rentals of construction equipment and machinery.......................................11.4.5.3 Royalty payments, permits and license fees11.4.5.5 Site office and temporary facilities ................11.4.5.2 Special Consultants, CONTRACTORs........ .... 1.4.4 Supplemental........................................ .........11.4.5 Taxes related to the Work............................1.1.4.5.4 Tests and Inspection,.........................................i3.4 Trade Discounts.............................................11.4.2 Utilities, fuel and sanitary facilities ...............11.4.5.7 Work after regular hours.................................11.4.1 Covering Work...............................................13.6-13.7 Cumulative Remedies......................................17.4-17.5 Cutting, fitting and patching ......... ..................7.2 Data, to be furnished by OWNER ............................. 8.3 Day --definition of ................ ......... ..............17.2.2 Decisions on Disputes .................................... 9.11, 9.12 defective --definition of...........................................1.14 defective Work -- Acceptance of......................................10.4.1, 13.13 viii EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99)