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HomeMy WebLinkAboutVOGEL CONCRETE INC - CONTRACT - BID - 5522 CONCRETE PROJECT PHASE IISPECIFICATIONS AND CONTRACT DOCUMENTS FOR 2001 CONCRETE PROJECT - PHASE II BID NO. 5522 MARCH 2O01 a66 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 a 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 a 72 Forms for use by CONTRACTOR in performing the Work and related actions in carrying out the terms of this Agreement are deemed Contract Documents and incorporated herein by this reference, and include, but are not limited to, the following 7 2 1 Certificate of Substantial Completion 7 2 2 Certificate of Final Acceptance 7 2 3 Lien Waiver Releases 7 2 4 Consent of Surety 7 2 5 Application for Exemption Certificate 7 2 6 Application for Payment 73 N/A 7 4 Addenda Numbers _ to _, inclusive 75 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 aARTICLE 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 82 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 a 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 a 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 V 15 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 detemune the means, methods, techniques, sequences and procedures of construction as provided in the General Conditions END OF SECTION General Requirements - Page 6 of 17 0 0 I SECTION 01330 SURVEY DATA 1 1 SURVEY REQUIREMENTS 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 mmimiun of 48 hours prior to needin sruveyma C If the 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 piotect all survey monuments and construction stakes If itis 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 F 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 7 of 17 SECTION 01340 SHOP DRAWINGS 11 GENERAL A Submit Shop Drawmgs, Samples, and other submittals as required by individual specification sections 1 Engineer will not accept Shop Drawmgs or other submittals from anyone but Contractor B Schedule Reference Section 01310, Construction Schedules Subnuttals 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 of Engineer to return any scheduled submittal within 10 days after receipt in Ins 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 subrruttals, stamped by Contractor and properly marked by Engineer, are at the site and available to workmen F Do not use Shop Drawmgs 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 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 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 8 of 17 N 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 12 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 di awings, schematics and diagrams 1 Delete information not applicable to the Work 2 Supplement standard information to provide information specifically applicable to the Work NC Format 1 Present in a clear and thorough manner 2 Minimum sheet size 8 i/z" x 11" 3 Clearly mark each copy to identify pertinent products and models 4 Individually annotate standard drawings which are famished, 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 g Revisions on re -submittals h Contractor's stamp, initialed or signed, certifying to review of submittal, verification of products, field General Requirements - Page 9 of 17 measurements and field construction criteria, and coordination of the information within the submittal with requirements of the Work and the Contract Documents 13 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 14 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 wrong and piping layouts END OF SECTION General Requirements -Page 10 of 17 I SECTION 01410 TESTING 1 1 GENERAL A Provide such equipment and facilities as the Engineer may i equn e 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 AI,[ 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 aC Teats shall be made by an acci edited 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 mformation concerning testing methods, sample sizes, etc , is regwred, 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 1 pre cedence over these procedures 12 OWNER'S RESPONSIBILITIES A Ovmer shall be responsible for and shall pay all costs in connection with testing for the following 1 Soil tests, except those called for wider 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 13 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 rmmmum 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 14 CONTRACTOR'S QUALITY CONTROL SYSTEM A Ge,,ieral 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 Tlus control shall be established for all construction except where the Contract Documents provide for specific compliance tesl s by testing laboratories or engmeers employed by the Owner The Contractor's control system shall specifically include all testing required by the various sections of these Specifications I General Requirements - Page 11 of 17 9 B Superintendence The Contractor shall employ a full time Superintendent to momtor 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 coverall 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 inspections and tests as required by each section of the Specifications Provide copies to Engineer weekly END OF SECTION General Requirements - Page 12 of 17 n SECTION 01510 TEMPORARY UTILITIES 1 1 UTILITIES A Finnish 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 Watei Utility Meter Shop at 221-6759 1 2 Unnecessary waste of water will not be tolerated C Furnish necessary water trucks, pipes, hoses, nozzles, and tools and perform all necessary labor 12 SANITARY FACILITIES A Furnish temporary sanitary facilities at each site for the needs of construction workers and others performing work or funushing services on the Project i B Properly maintain sanitary facilities of reasonable capacity throughout construction periods i� 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 5 aP I I 0 9 General Requirements - Page 13 of 17 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 in and 7 00 a m 1 2 DUST CONTROL A Dusty materials in piles or in transit shall be covered when necessary to prevent blowmg 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 chermeal dust suppressant 1 Chemical dust suppressant shall not be injurious to existing or future vegetation 13 POLLUTION CONTROL A Prevent the pollution of drams 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 drams and culverts 14 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 Trappmg of sediment c Ivfinimizing area and duration of soil exposure d Temporary materials such as hay bales, sand bags, plastic sheets, nprap 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 Genei al Requirements - Page 14 of 17 15 TRAFFIC CONTROL A Maintain traffic control in accordance with the "Manual of Umforni Traffic Control Devices" (MUTCD), the City of Fort Collins' "Work Area Traffic Control Handbook", and the City of Fort Collins' 'Design Criteria and Standards for Streets", Part 2, General Requirements, Subsection 14, "Barricades Waning Signs, Signal Lights" In the event of a conflict between the MUTCD criteria and the City's criteria, the City's criteria shall govern 16 HAUL ROUTES The Engineer reserves the right to set haul routes in order to protect pavements, both new and old, from heavy loads ig 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 I General Requirements - Page 15 of 17 IOWNER CITY OF FORT COLLINS By _ tX✓ JOHN F._, CHBACH, CITY MANAGER L]9 CONTRACTOR Vogel Concrete, Inc By TITLE Date p Date (CORPORATE -SEAL) ........ Attest M441 Attest City IeK o r _ �s Address for giving notices Address for giving notices o............. P O Box 580 /3/3 f�/y� S'or uc•� Fort Collins, Colorado 80522 License No Approved as to Form �--�- Assistant City Attorney R!' 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 12 PROJECT RECORD DOCUMENTS A 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 Requirements - Page 16 of 17 iI I I I SECTION 01S00 METHOD OF MEASUREMENT AND BASIS OF PAYMENT 1 1 DEFECTIVE WORK A Owner will not pa} for defective work and will not pay for repair or additional work required to bring the project to a point of acceptance 12 BID PRICE A The l otal Bid Price covers all Wotk 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 vat tons items of Work B Prices shall include all costs in connection with the proper and successful completion of the Work, including famishing all materials, equipment and tools, and performing all labor and supervision to fully complete the Woi k 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 fot 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 dainages, anticipated profits, or otherwesc on account of any difference between the amount of Wotk actually performed and materials actually furnished and the estimated amount therefor END OF SEC PION General Requirements - Page 17 of 17 SECTION 02000 PROJECT SPECIFICATIONS The Colorado Division of Highways "Standard Specifications for Road and Bridge Construction", 1999, (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 nummum Standard Specifications of Compliance for this project 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 104 Traffic and Parking Control 105 Cooperation Between Contractors 105 Inspection of Work 105 Maintenance Dunng Constriction 107 Protection and Restoration of Property and Landscaping 108 Prosecution and Progress 201 Clearing and Grubbing 212 Seeding, Fertilizer, and Sodding 403 Patching 604 Inlets 608 & 609 Sidewalks, Curb and Gutter, Drive Approaches, Aprons, Crosspans, and Concrete Pavement 614 Traffic Control Devices LJ 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. 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". The placement of these signs shall take place at least 24 hours prior to the a 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, a WEDNESDAY, DULY 2,7 00 A.M. TO 6 00 P.M, PATCHING) 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. t ll 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. At the above referenced meeting, the quantity of traffic control devices used that day shall be agreed upon by the Contractor and the Engineer. The Contractor shall utilize forms approved by the Engineer for the tabulation of Traffic Control Devices utilized The Contractor shall maintain access at all times to all businesses within the project a 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. Project Specifications - Page I of 25 ' roao> w r Ins ON IS a l 0 P M sn. F7r *-,ti rty, Project Spectfications - Page 2 of 25 REVISION OF SECTION 105 COOPERATION BETWEEN CONTRACTORS Section 105 of the Standard Specifications is hereby revised as follows. Subsection 105.07 shall include the following. 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 maybe 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 a Also, the Contractor shall coordinate with the City Traffic Division to insure that any cleanup required after the installation of the loop detectors will be completed before concrete placement operations begin 0 Fal INI Mil u I IM L Project Spectftcattotts - Page 3 of 25 1" REVISION OF SECTION 105 INSPECTION OF WORK Section 105 of the Standard Specifications is hereby revised as follows 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 Ins 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 Project Specifications - Page 4 of 25 REVISION OF SECTION 105 MAINTENANCE DURING CONSTRUCTION HSection 105 of the Standard Specifications is hereby revised as follows. 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 uncleaned after the completion of the day's 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 a to clean the streets All sweeping and clean up equipment shall be approved by the Engineer prior to the commencement of work. The Contractor shall maintain the streets during the construction process as p rescnbed above 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 in the work n oProject Specifications - Page 5 of 25 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. 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 a 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. In areas greater than 5 inches, 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 For concrete repair locations, the placement of topsoil (backfill) shall be completed within two (2) working days of the placement of the concrete. 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 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. For concrete repair locations, the placement of sod shall be completed by the end of the first working day of the week following the placement of the concrete. Sprinkler systems - Sprinkler systems designated for relocation shall be capped off at the limits of construction 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, witlun three (3) working days of written notification from the Engineer. In areas where the Engineer directs new work, or the reconstruction areas require grade adjustment, the placement of topsoil, sod and sprinkler relocation will be provided by the City under separate contract All landscaping that is damaged due to construction operations shall be replaced by the Contractor at his Project Specifications - Page 6 of 25 REVISION OF SECTION 107 PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPE 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 All restoration of landscaping and lawns damaged by construction operations other than concrete repair shall take place within three (3) working days from the date of damage In areas where the Engineer directs new work, or the reconstruction areas require grade adjustment, the placement ojlopsoil, sod and sprinkler relocation will be provided by the C4 under separate contract 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. �I G Id A Project Specifications - Page 7 of 25 El I I c SECTION 00530 NOTICE TO PROCEED Description of Work 2001 CONCRETE PROJECT — PHASE II, BID NO 5522 aTo Vogel Concrete, Inc This notice is to advise you That the contract covering the above described Work has been fully executed by the CONTRACTOR and the OWNER That the required CONTRACTOR's Performance Bond and Payment Bond have been received by the OWNER aThat the OWNER has approved the said Contract Documents 9, Therefore, as the CONTRACTOR for the above described Work, you are hereby authorized and directed to proceed within ( ) calendar days from receipt of this notice as required by the Agreement Dated this day of , 20 The dates for Substantial Completion and Final Acceptance shall be 20_ and _ 20_ respectively City of Fort Collins I OWNER By — Title_ ACKNOWLEDGMENT OF NOTICE aReceipt of the above Notice to Proceed is hereby acknowledged this _ day of 20_ CONTRACTOR By — U L K 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: Subsection 108 06 shall include the following - Work shall begin on or before July 17, 2000. A schedule of work must accompany any bid, and shall include number of working days per area to complete all unit work items covered by the contract Vicinity maps of each area are included in Section 03500, Project Maps. The schedule should take any priorities into consideration The schedule should also include projected start and end dates Individual street quantities are described in Section 02500, Quantity Estimates Prior to award, mutually acceptable milestones shall be determined by the Contractor and the City based on the schedule of working days discussed above Subsection 108 07 shall include the following - Failure to start work on or befoe July 17, 2000, meet the agreed upon rrulestones, or fully complete the project in forty (40) consecutive working days, shall result in damages assessed against the Contractor At the City's option, liquidated damages in the amount of $1000 00 per day may be retained from any monies due the Contractor, or the City may retain an additional contractor(s) to complete the work, or portion thereof, and retain any costs incurred above and beyond the bid pries of the Contractor from any monies due the Contractor in lieu of liquidated damages Project SpecificaLons - Page 8 of 25 REVISION OF SECTION 201 CLEARING AND GRUBBING Section 201 of the Standard Specifications is hereby revised as follows Subsection 201.03 shall be amended to include the following - 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 Project Specifications - Page 9 of 25 REVISION OF SECTION 212 SEEDING, FERTILIZER 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 f n-nislung and placing topsoil and 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 by the Engineer. See "Protection and Restoration of Property" found herein. Subsection 212.02 is revised to include the following Topsoil Topsoil shall conform to the requirements of "Protection and Restoration of Property" found herein Sod Bluegrass sod shall be nursery grown, 99% Kentucky Blue Grass and 99%weed free. Other sod type maybe used only if approved in writing by the Engineer The 1 % allowable weeds shall not include any undesirable perennial or annual grasses or plants Soil thickness of sod cuts shall not be less than 3/4 inch nor more than one inch Sod shall be cut in uniform strips with minimum dimensions of 12 inches in width and 48 inches in length. The Contractor shall subnut a sample of the sod he proposes to furnish Said sample shall serve as a standard. Any sod famished, whether in place or not, that is not up to the standard of the sample may be rejected Sod that has been cut for more than 24 hours shall not be used Each load of sod shall be accompanied by a certificate from the grower stating the type of sod, and the date and time of cutting Subsection 212 05 is revised to include the following Sodding: (a) Soil Preparation The area shall be cleaned with a mimmum depth of four (4) inches (where topsoil does not exist) and a nummum width of one (1) foot, all irregularities in the ground surface shall be removed, and all edges clean and vertical Sticks, stones, debris and other similar material more than inch in diameter shall be removed Any objectionable depressions or other variances from a smooth grade shall be corrected (b) Topsoil Placement Topsoil shall be placed and compacted with a minimum depth of four (4) inches The amount of compaction required shall be as directed by the Engineer. (c) Sod Placement The minimum width for sod shall be one (1) foot. The area to be sodded shall be smooth. The sod shall be laid by staggering joints with all edges touching On any slopes, the sod shall inn approximately parallel to the slope contours The Contractor shall water the sod once and notify the property owner in writing of the nature of the work that has taken place and that the sod will only be watered once. Sod placement/replacement required due to Contractor negligence shall follow the requirements of this section, but will not be measured and paid for under the terms of this contract Project Speccificatiorm - Page 10 of 25 I aREVISION OF SECTION 212 SEEDING, FERTILIZER AND SODDING 0 Subsection 212 08 is revised to include the following - No measurement for payment shall be made for re -sodding lawn damaged by the Contractor adjacent to new concrete, when the grade of the existing lawn reasonably matches the grade of the new concrete. Re -sodding in this instance shall be considered incidental to the work being performed y, No measurement for payment shall be made when the re -sodding is incidental to the work performed or is contained within any other pay item in section 02000 11' rt 0 C LIB I Protect Specification. Page 11 of 25 I REVISION OF SECTION 403 HOT BITUMINOUS PAVEMENT - PATCHING Section 403 of the Standard Specifications is hereby revised as follows: In all concrete repair locations, the Contractor shall remove no more than six (6) inches of asphalt pavement. The pavement areas shallbe temporarily patched with a minimum of two (2) inches of hot mix asphalt These locations shall be paid under the Contract Unit Price for Temporary Patching. Subsection 403 04 is revised to include the following: Temporary Patching will be measured by the ton Pavement cutting, excavation, subgrade preparation, haul, disposal, and bituminous materials will not be measured or paid for separately, but shall be included in the contract price for Temporary Patching Load slips shall be consecutively numbered for each day and shall include the batch time. Subsection 403.05 is revised to include the following The accepted quantities for Temporary Patching will be paid for at the Contract Unit Price per Ton Payment will be made under Pay Item Pay Unit 403 50 Temporary Patching Ton The above pries and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in Temporary Patching, including pavement cutting, excavation, haul, disposal, surface preparation, and bituminous materials, complete-m-place, as shown on these plans, as specified in these specifications, and as directed by the Engineer. Project Specifications - Page 12 of 25 REVISION OF SECTION 604 INLETS Section I304 of the Standard Specifications is hereby revised as follows. Subsection 604.01 is revised to include the following - This work shall consist of the removal and replacement of existing inlets and/or inlet decks, in accordance with these specifications, and in reasonably close confornuty with the Imes and grades shown on the plans or established by the Engineer Subsection 604.05 is revised to include the following: As part of the "Reconstruct Inlet Deck" items, the concrete around the inlet as marked shall be removed and hauled from the site The existing frame, grate, and angle iron face shall be salvaged and reused in the reconstruction of the inlet deck All reinforcing steel encountered during removal shall be replaced with new steel of the grade and size as shown on the detail found herein Reconstruct Inlet Deck shall include the deck reconstruction of existing inlets, including two, three and a half i"oot (3 5') transitions, measured from inside face of box, on each side Inlets with openings greater than those defined on the detail shall be paid for as Reconstruct Inlet Deck, per each, plus Inlet Deck - Additional Opening, per lineal foot. Subsection 604 07 is revised to include the following - When concrete is to be removed and replaced around an existing grate without disturbing the deck or box, this shall not constitute Reconstruct Inlet Deck These locations shall be measured and paid for separately tinder the items described in Revision of Sections 608 and 609 - Sidewalks, Curb and Gutter, Drive Approaches, Aprons and Crosspans found herein Subsection 604.08 is revised to include the following. Payment will be made under - PAY ITEM UNIT 604.10 Reconstruct Inlet Deck -Catch Basin Each 604 11 Reconstruct Inlet Deck -Catch Basin Additional Foot Opening Lineal Foot 604.12 Reconstruct Curb Inlet Deck 4' Opemng Each 604 13 Reconstruct Curb Inlet Deck - 4' Opening Additional Foot Opening Lineal Foot 604.14 Type 13 - Curb Inlet with Frame, Grate, and Adjustable Curb Bonnet Each 604.15 Concrete Sidewalk Culvert Each 604.16 Metal Sidewalk Culvert - 5/s" Plate Each Project Specifications -Page 13 of 25 REVISION OF SECTION 604 INLETS 604.17 Additional Square Foot 5/s" Plate Square Foot The above pries and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in Inlets, including demolition, disposal, reinforcement and replacement, complete -in -place, as specified in these specifications, as shown on the plans, and as directed by the Engineer. Project Specifications - Page 14 of 25 QREVISION OF SECTIONS 608 AND 609 SIDEW ALKS, CURB & GUTTER, DRIVE APPROACHES, APRONS, CROSS PANTS, AND CONCRETE PAVEMENT aSections 608 and 609 of the Standard Specifications are to be deleted and replaced with the City of Fort Collins "Design Criteria and Standards for Streets" July 1996, 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 a 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. aThe 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 L II, or Type III The air content shall be four (4) to seven (7) percent. "High Early" concrete shall be used for concrete repair locations "High Early" concrete shall have a specified compressive strength of 4000 psi and a mimmum 48 hour compressive strength of 3000 psi. The type of concrete used ICI for a pardcular location shall be approved by the Engineer See also Section 2 05, `Rigid Pavement Design', and Section 4.2.4 , `Concrete Streets', of the City of Fort Collins Design Criteria and Standards for Streets " 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 furnish a load slip containing the information required by AASHTO M157, 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. Q In locations where concrete pavement is replaced, the new pavement shall have a minimum thickness of 7" or a thickness of V ducker 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. All joints shall be 9mled with an asphalt, or approved equal, filler compound. 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 "Concrete Construction Joint" contained herein This item will not be measured or paid for separately under the terms of this contract. The maximum spacing for transverse Joints in crosspans and concrete pavement shall be ten (10) feet. Curing materials shall be white pigmented liquid linseed oil based or paraffin based curing compound, 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 � Project specifications - Page 15 of 25 REVISION OF SECTIONS 608 AND 609 SIDEWALKS, CURB & GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, AND CONCRETE PAVEMENT 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 Joint" 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 In 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 time frame for restoration shall be within two (2) working days from the time the concrete was placed for backfill with topsoil and by no later than the end of the first working day of the following week for sod replacement. The Contractor shall be responsible for the protection of the subgrade/base course until the concrete 1s placed. The Contractor shall protect the concrete against moisture loss, rapid temperature change, rain, flowing water, mechanical injury, pedestrian and vehicular traffic, and Contractor's equipment for a nummum of 36 hours after the placement of curing compound for 48 hour high early concrete Asphalt patching against fresh concrete shall not be permitted during the time frames for protection of concrete stated above 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 The Contractor shall utilize forms approved by the Engineer for the tabulation of concrete quantities Payment will be made under PAY ITEM UNIT 608.01 Remove and Haul Fillets EA 60802 Apron - Remove & Replace SF 608.03 Crosspan - Remove & Replace SF 60804 Dnveover Curb, Gutter and 4" Sidewalk Remove & Replace LF 60805 Dnveover Curb, Gutter and 6" Sidewalk Remove & Replace LF 60806 Dnveover Curb and Gutter - No Sidewalk Remove & Replace LF 60807 Dnveover Curb, Gutter and Drive Approach Remove and Replace LF Project Specificatiom - Page 16 of 25 I I I I I REVISION OF SECTIONS 608 AND 609 SIDEWALKS, CURB & GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, AND CONCRETE PAVEMENT PAY ITEM UNIT 608.09 Vertical Curb, Gutter and 4" Sidewalk Remove & Replace LF 608.08a Vertical Curb, Gutter and 4" Sidewalk - Special 4.5' Sidewalk - Includes Excavation Prospect Lane Area Only LF 608.09 Vertical Curb, Gutter and 6" Sidewalk Remove & Replace LF 608.10 Vertical Curb and Gutter - No Sidewalk Remove & Replace LF 608.11 Vertical Curb, Gutter and Drive Approach Remove & Replace LF 608.11a Vertical Curb, Gutter and Drive Approach - Special 4.5' Sidewalk - Includes Excavation Prospect Lane Area Only LF 608.12 Vertical Curb, Gutter and Drive Approach No Sidewalk - Remove & Replace LF 608.13 Vertical Outfall Curb and Gutter Remove & Replace LF 608.14 Hollywood Curb, Gutter and 4" Sidewalk LF Remove & Replace 608.15 Hollywood Curb, Gutter and 6" Sidewalk LF Remove & Replace 608.16 Hollywood Curb and Gutter - No Sidewalk LF Remove & Replace 608.17 Hollywood Curb, Gutter and Drive Approach Remove and Replace LF 608.18 Highback Curb and Gutter - No Sidewalk LF Remove & Replace 608.19 Highback Curb, Gutter and Drive Approach LF Remove & Replace 608.20 Pedestrian Access Ramp, Dnveover Curb Remove & Replace LF Project Spectficatiors - Page 17 of 25 SECTION 00600 BONDS AND CERTIFICATES 00610 Performance Bond 00615 Payment Bond 00630 Certificate of Insurance 00635 Certificate of Substantial Completion 00640 Certificate of Final Acceptance 00650 Lien Waiver Release (CONTRACTOR) 00660 Consent of Surety 00670 Application for Exemption Certificate REVISION OF SECTIONS 608 AND 609 SIDEWALKS, CURB & GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, AND CONCRETE PAVEMENT PAY ITEM UNIT 608.21 Pedestrian Access Ramp, Vertical Curb Remove & Replace LF 60822 Pedestrian Access Ramp, Hollywood Curb Remove and Replace LF 60823 Pedestrian Access Ramp, Highback Curb Remove and Replace SF 609.24 4" Flatwork - Remove & Replace SF 60825 6 " Flatwork - Remove & Replace SF 60826 Replace Flatwork - V Additional Depth SF 609.27 4' Valley Pan - 6" Depth SF Remove & Replace 608.28 Remove 4" Concrete Band (=1750 SY) Prospect Lane Area Only LS 60929 Aggregate Base Course TON 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. Pay Item 608.23, Pedestrian Access Ramp, Highback Curb, shall be measured by the square foot. The length shall be measured from the lip of the gutter to the top of the transition at the back of the ramp, and the width shall be measured at the midpoint Highback Curb, Gutter and Drive Approach shall include 4 feet behind the back of the curb. Item 608.28, Remove 4" Concrete Band, shall be removed in accordance with the detail for "Typical Cross Section - Prospect Lane Area" Special items 608 08a and 608 1la shall include excavation It is the City's intent to match existing back of walk with proposed back of walk, as described by the detail for "Typical Cross Section - Prospect Lane Area" 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, Drive Approaches, Aprons, Crosspans, and Concrete Pavement, complete -in -place, including removal, haul and disposal, as shown on the plans, as specified in these specifications, and as directed by the Engineer Project Specifications - Page 18 of 25 I n 0 I C 0 L REVISI ON OF SECTION 614 TRAFFIC CONTROL DEVICES Section 614 of the Standard Specifications is hereby revised as follows: Subsection 614.15 shall be revised as follows: This work shall consist of funushing, 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 of traffic 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 nu nimizes the hazards to pedestrians, bicyclists and vehicles Traffic control devices shall be removed from the from the site immediately upon completion of the work for any street(s). Subsection 614.16 shall include the following. All traffic control devices placed for this project must meet of 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 wluch 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 614.20 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. The Traffic Control Plan shall include, as a minimum, the following Project Specifications - Page 19 of 25 REVISION OF SECTION 614 TRAFFIC CONTROL DEVICES (1) A detailed diagram which shows the location of all sign placements, including advance construction 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 in ) 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 614.21 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 asa 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 nummum of one (1) weeks notice and qualifications shall be submitted for approval for the replacement The Head TCS will be paid for under the TCS item The TCS's duties shall include, but not be limited to Project Specifications - Page 20 of 25 I REVISION OF SECTION 614 TRAFFIC CONTROL DEVICES (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 a 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 Q letters indicating the nature of the work to be completed, any special instructions to the residents (i a hunts 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 rmmmum 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 a 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. aAll traffic control devices shall be placed under the supervision of a Traffic Control Supervisor 0 Project Specifications - Page 21 of 25 REVISION OF SECTION 614 TRAFFIC CONTROL DEVICES 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 614.23 shall be revised as follows 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 channelizmg 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 Arrow 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 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 Project Specifications - Page 22 of 25 I 11 I I REVISION OF SECTION 614 TRAFFIC CONTROL DEVICES 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 of this 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 winch are not removed from the site immediately upon completion of the work Subsection 614 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 furmslung, 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* Pay Item Unit 614.01 "NO PARKING" Sign with Stand Per Day Per Each 614.02 Vertical Panel Without Light Per Day Per Each 614 03 Type I Barricade Without Light Per Day Per Each 614.04 Type II Barricade Without Light Per Day Per Each 614.05 Type III Barricade Without Light Per Day Per Each 614.06 Size A Sign With Stand Per Day Per Each 614.07 Size B Sign With Stand - Per Day Per Each 614.08 Size A Specialty Sign Cost of Manufacturing Each 614.09 Size B Specialty Sign Cost of Manufacturing Each 614.10 Cone With Reflective Strip Per Day Per Each 614.11 SafetyFence Per Day Per Roll Project Specifications - Page 23 of 25 REVISION OF SECTION 614 TRAFFIC CONTROL DEVICES 614.12 Light - Steady Burn Per Day Per Each 61413 Light - Flashing Per Day Per Each 614.14 Advance Warning Flaslung or Sequencing Arrow Panel Per Unit Per Day 614.15 Traffic Control Supervisor Per Day 614,16 Traffic Control Supervisor Per Hour 614,17 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. Project Specifications - Page 24 of 25 REVISION OF SECTION 614 TRAFFIC CONTROL DEVICES aSPECL L CONDITIONS FOR WORK ON ARTERIALS AND COLLECTORS NOTE CROSS STREET TRAFFIC SHALL BE MAINTAINED AT ALL TIMES UNLESS AUTHORIZED BY THE ENGINEER IN WRITING NOTE FULL CLOSURES ONARTERIALS AND COLLECTORS, INCLUDING THOSE LISTED ABOVE, WILL BE ALLOWED UNDER EXTREME CIRCUMSTANCES AND ONLY UPON APPROVAL, OF THE ENGINEER PLANS SHALL BE APPROVED A MINIMUM OF ONE WEEK PRIOR TO THE COMMENCEMENT OF WORK AND/OR THE TIME REQUIRED TO ADEQUATELY NOTIFY THE R PUBLIC THROUGH THE MEDIA aSPECIAL CONDITIONS FOR WORK ON RESIDENTIAL STREETS m k CI 0 u NOTE FULL CLOSURES ON ALL RESIDENTIAL STREETS SHALL BE ALLOWED AS SHOWN ON THE TRAFFIC CONTROL PLANS Projed SpecdicaLom - Page 25 of 25 aSECT143N 02500 QUANTITY ESTIMATE III I L�J a I I 0 R K ;7 SECTION 02500 QUANTITY ESTIMATE OCity of Fort Collins 2001 Conciete Project Phase II — Bid No 5522 AtborArea* O Swallow Area* Coal Bank Area E Stuart Area* Locust Area Saturn Area Whalers Area Bedford Area aNew t Lake Arc a Drake Road 0 *The Fo lowengAreas/Locattons shall be completed as pai t of the 2001 Fall program Arbor Ai ea E Swallow Road — South College Avenue to South Lemay Avenue Stuart Street — South College Avenue to Stover Street Stover Street — Stuart Street to Prospect Road U K ki R1 1d1 Blt I I I I I 00600 Bond No. 791812 PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS that VOGEL CONCRETE, INC. (Address) 1313 Blue Spruce Drive, Suite B, Fort Collins, Colorado 80524 (&Eb&dax, (ate), (a Corporation), hereinafter referred to as "the Principal," and (Firm) INLAND INSURANCE COMPANY (Address) P.O. Box 80468, Lincoln, Nebraska 68501 hereinafter referred to as "the Surery% a corporation authorized to do business in the State of Colorado, are held and firmly bound unto the City of Fort Collins, 300 West LaPorte Avenue, Post Office Box 580, Fort Collins, Colorado 80522, a Municipal Corporation, hereinafter referred Seven Hundred Seventy Thousand Nine to as "the Owner", in the penal sum of Hundred Fifty and 18/100 ($770,950.18)in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, successors and assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a certain Construction Agreement with the Owner, dated the 30th day of March , 2001, a copy of which is hereto attached and made a pan hereof for the performance of City of Fort Collins, 2001 Concrete Project, Phase II - Bid No. 5522, City of Fort Collins, ' Colorado NOW, THEREFORE, if the Principal shall well, truly and faithfully perform its duties, all the undertakings, covenants, terms, conditions and agreements of said Construction Agreement aduring the original term thereof, and any extensions thereof which may be granted by the Owner, 0 Page 1 of 3 I SECTION M500 VOGEI, CONCRETE QUANTITY ESTIMATE AREA STREETS„ a;,$>,-.`,',�Peiin, _=..FROM ;Lr .-M�TOy _ - ReFlllets Patehlnp , TemP„eu -Patching; ,^ �... ^_ A99Basa riCodrse .-» v :.Yr ,: ' _Recori-inlet =Y Ilnlet add ;Opening ,�� Urider-walk 1y0ieln=:� .az .-.a<^R -. f:e,. �:=�,.`_�,'>y RBR Apron _-.:�A�tii� RdR Pan` Hnll YW1,4"- a_Wzik'% __r �ti, Hol WI B" r=Welk'•t.-'.' ,.. = -' " `f Hoity k Xa1ty 0A N11 -ter EA-1 ^TON=�*'� TON+Y -.TON _EA_ .3 L`F •-'=-LFd nLFs `-LF z , ATor Aura • 000 665 222 000 000 000 1 Gormedo Av Ce Or 000 000 000 D00 000 000 000 7 Wabash SL C Or Asb Dr 000 7358 2453 .=--2675��' 4176 090 =r9000" am 2DO 11W 000 69500 56400 ON Oat nnn nm ^%z 2. 6UBTOTALS'.DS ';:-- _ _ �ea?-tRrt4 S Aura $ L..y A. --:'00C am =^8023k• DOO gr, 200..:;:. am w 11005 seem 000 L",='OOOL^:- 000 --56950p ; 398% `� 66400 - 2M DO . ;- 000:' 0 00 �L-000 -Y 0DO F_000:»- 0DO -i000sf 000 2 E SWalow Rd 2 FooM P.r M.ffi St COO Ave 000 000 1328 0DO 000 000 0DO 000 76200 000 000 0DO 0DO 2 MMthaws SL S I. Rd FOoMsP 0DO 562 188 000 000 000 Dan 000 0DO 0DO 000 ODO 1100 2 M.. Or SnMord Rd Stover St 0DO ON 3M 0DO 000 000 0DO ON 000 0 DO Dal am 0DO 2 St4Mord Rd Smlov Rd Hwsetoodl Rd 0% DOD 26% 0DO Dal 000 0DO 490 DO 76800 000 000 0DO ODO SUSTOTALSB.'-1': `-.,d xz,r>s - -•r OOOu< <+ 562" r"'8]16.'� u am ilkl 00 -z: l 1,000�� ""0003 .- J,8MW>- 176,100:a IODO,°J 1,000W-<<. ON, -- 1100: ,3 Weff d Or Wnow Creek Or 0DO ON _ ' Se"`, x460A4 a x Coel 8ank Dr 000 ON 000 0DO 0DO 0DO ON 0DO aoo 0DO Dan ys'tc SUBTOTAL6Lb 000+>_'- Q00 0M 000._- 'ar-000"`; 0M C= Y-aOO.!-_- s 000 �f-- 000' " A_ 000-`. 'S am i5269Y 0% DOG am IN 20800'Y 5 S Ua Co Avo Slw ON 67500 402 DO 900 252 DO 70M Stover SL SWari51. Pro.OedRd 000 coo 12M 000 D00 am 000 140W 21600 334 D0 0Do aOD 113W 5 Stovers Pros Rd EPitldn St 0DO coo 116E 000 coo 0DO 000 14000 21600 25800 59M 000 M00 SUSTOTALShr ?,:,e rrah" ,1='aco i -`,ow- �T122a.EvaW,.1 S`uDW-_''..e..'0M x.IDO _`488OO z' 1110700'£.=%400. - M00 `,,. .725200-'..�i26900'.. 16 LaurN Ave Glover St 000 0DO 37M 000 000 000 00D 000 0 00 0DO 0DO 000 0DO SUBTOTALS'.`• =rz..*•'. dG'r -` o-^D00- - 37M :r000>-J r'--ODO ^"OOO-1.L-000`1� s19000^'- ow-, --_ 000" '-'Dan „a ."x'ow- A"C' - `TI aIi q 41 a tl ,v`i 1 b U• - 'Y A + • r 15 BaBna Ct Sa Dr NOrN Erb 000 1315 4W 0an 0DO 000 000 Do 000 000 0DO 0DO 15 B CI S U No Erb 000 808 269 0DO 000 Oal 0DO new 156 OD000 000 aal 15 CL Saturn Or NWh EM 1DO am 475 ON 000 am ON 26700 204 aDO 0DO 000 1 51 a Sawn Or am 000 823 000 000 000 000 2%OO MOO DM 000 0DO 15 SeWIT Or AranSt De Or 000 1743 582 000 000 000 000 000 000 ]DOWO 000 Dan ODO 15 S Or AranB Colo Sl 0an 0DO 20 000 ODD 000 000 000 0DO000 000 aDO 15 Tn*e Cl % West EM 1M 0DO 462 0DO 0DO D00 0an 26800 15600000 000 a00 @:t4. SUBTOTAL9— -,^�+w+3.'. ;4' -^`ems",:'-_ + `^200�_ _-.3866� =-'33149 _ OOO Y. i"s-000=:Tc ':' 000�_='.Sip Op -:': e116f 00:'_'72000 � `West w.. r _000 29 16 Manem Ct Maxwel Or End 000 088 030Y 000 000 000. 000 0DO 10200 000 1 aco ON 16 Maewe/Dr Whalers Way Seeboard Ln DDO 840 280 000 0DO DOD OW 0DO Dan 000 0DO coo a 16 Seaboard Ln Whalers My Ma lOr am 334 111 000 0W0 0DO 0% 0DO 000 000 000 000 000 16 Seawe Or Nmalers Wa Whalers W.Y 0DO 000 14M DW 1W 0DO DW 13300 IM DO 000 0% 0an 0DO 16 46Nakvs Way BoaMrek Dr Ly Aura am 000 143 000 100 DOD 000 346 DO 6WOO 0DO 000 0DO 0an •x SUBTOTALS'°' 'c000 3 1262- .-3331,M, 000_-.' �,:120 _'b t-000- 47900.` P-864p0- _D 00____ _T- ON, 000• 000-'? 3M 0DO lam a00� �1.000 17 Ash.M Ne Be Ord Or W.MEM too 926 Dan 26800 17400 000 000 000� 17 BnMm CL New Bedfarda East EM am 0% 432 000 000 000 000 31DO ISOM 0DO 000 a aoo 17 Dordre Ct New Bedford Dr East 000 0DO 312 0DO am 000 Dan liow 17400 000 0DO 000 0% 17 I•o^".c^!O Cl ^:Dr am OM DDO 2-8 DO 10DOO 0DO 0W ___ am 17 New Bedford Or W1realOn Or -nc.nder.o am 000 1803 Dan 000 000 ODD 20800 58000 000 DOO 000 0DO 17 Nory hCt New6e Wesi End coo 000 1803 000 000 0DO 000 208 DO 58000 000 0OO 000 0DO 17 Revere Ct WheaWi Cr NOMF_M 0% 0DO 4M 0DO W00 000 aDO 2460O 18000 000 Dan 0DO 0DO 17 Slandsha New BeMad Dr Wes1EM 1DO 0DO 4% 000 000 0DO 0On Z17M 18000 00D 0an 000 000 SUBTOTALS-� -v,,..g m--'s'3-ic: ^� ".,2%=--'P926'L<-`WWiC-,p00-i--Yi-90W".-r-+'OW ca000'�'1816n0�0. 212900t-,.000-._`..=000 :?`--. 000=.1 .,.,`+=000 �". „ 'am r 20 Bloom Cl N ,,t,St West EM 00p 975 325 000 00O 009 0DO 228M MOO M00 29M 2400 20 Lake Sl Mt St Shebs Sl 0an 1 0Do 25% 000 2M aan Dan 426 DO 5750 000 0DO 000 000 20 S4rmer St She St Eas EM am 1354 451 0DO 0DO 000 000 Do 0DO 95M 10DO 0DO M00 20 WMmM51 Lake Sl Pro nRd am 0DO 1150 0DO 000 0DO 0DO 000 000 270W 000 000 15500 SUBTOTAL9 L" -r �q"+ Nsrt„"�rvr' .'000 '�T329 J'-]45T2e°'," 000 di 200 -�xav 000 r ^'000'=• :65100-� -80550= -3950N "3900b;* ON- ,,25600, v. .1`rv�1eF.` r 000 ^.44in am .4 T000 .: T',� -. 47 :i .^ 21 Drake Roetl Shells SL C., D, 319 00W 000 000 W 24300 dd000 000 000 000 .wn,,w SUBTOTALS'-,' F - -_ ===000�- -10001^ _3t9° x°000-vim n'L OW C. -O Q7'- "O W.`_ 2,.24300. 'CC"an' F OW_ ONu 11 T-.�XrI YMWECT,TOTALS Z � _�„t�'x _�.� ��y _ � �4 W � l6tl tltl:'�. ell av, n�c _ - � ,�� - � o n rw �� , _ �r _ - ' _ �-.._ r - aacvv,[ . • am LM = cia m cm SECTION MSw VOGEL CONCRETE QUANTITY ESTIMATE AREA - r,STREET3,--` Fi�' •yam" ,-'i`�; %,�'Y sue: FROM,"�+� ,,,bT rS.a _lS �� %"�`-". ;,vA72x}TOE-t- Y9t =;` tif'ai^ �.•L„- r, Holly-DA NSW 1• ..,r�.,,1. ��� DO W14'.Walk �, - _ : DOWIS-Walk '•.` ,,', OO NSW ;;, HBk,� FHB NSW _-{:.-, -HB OA'c 11B DA NSW on w/j,w/i^,;� 24yyalk_,,: BOA NSW '-_ VC NSW ,VC B'Walk 1 _LF,F.I I LF 14 -1 -.t t U F LF' vLF LF Lf T LF""-'.ELF• LFa LF ,LF LF ae , 64M 000 ODD 000 000 0M ODD 000 am 000 000 000 1 Abor Ave ICaomdoM C Dr am 1 Wabash SL Cm a As Or 000 569 D0 11500 low 0M nm Cw -Saw COw 0DO 1M 500 9DO «=O+9UBTOTAIc� - -- 000ras --63300-- oiv 11600<^` 11000 —a Do "_='e, 000=- -_`.000°'_ ON ri :50110c „�oDo ,- 1100 -..�-600's -.rXBOD�- 2 E Serabw Rd S Co Ave IS Leme Ave 000 98500 19200 OM OM 0 ODD 000 am am 32500 am ODD 2 FooEib Park" McOiewsa Ave 000 OM 0 DO 0DO 0DO 0D1 0DO 000 0DO 0DO 17500 20M 0DO 2 M.M. St Swallow Rd F.MMSP 0DO 0DO 0DO 0DO 0Do 000 0DO 0DO 0Do 000 0DO 4000 0DO 2 Masoe Dr ord Rd IsioVer SI OM 9 M OM OM OM 0 ODD 000 3100 DOD ODD ON 000 2 StaMad Rd SwaYow Rd IHMtwthRd OM 344DO OM 1100 000 000 0DO 000 282OD a00 26000 2300 39M 7. SUBTOTALSX1, 35` Y.:-^ -" L 7-_ •^ ?'�i 'IT«`_OW'^;' aa-1424W--,- ,-<19200""Aa '^1100' t000 a"-�Y 00p d, ,DOO v "$" BOB- -W63800 f -'436004'- 1,8300,' ,` n000 k ,3 Coel Bark r WetkwMnDr W4wi Creek Or 000 0DO OM BOB MOM I COO COO I OM COO 000 1 DDo 0DO OM --DOD ,A'" SUBTOTALS £&POOO Ti`,000'--BOB-,-,4'-OW1&',0001,4 _,L 000_N "r000.' >-:<,000« nl' am „`,T`000xe Sher SL OM 1 0DO 0M OM OM OODL OM OM IN 5 SNeM SL SC Ave OM 42100 416M moo 5 Sb.er St SNart SL Flo ct Rd 0DO 0D1 000 0DO 0DO 000 OM OM 00 aDo OM 0DO 0M 5 SWer at Pros Rd E %dtln SL OM OM ON 000 000 OOp DM 000 000 000 OM ON am v SUBTOTALS w=s"..=.<" - ;. +P _._+`"`b^,"OM_�'-4i'OM',' ;a_CON- -000.:, 0W..- •-:OM>an^-DM 5800� ,6 Laurel St Ca! Ave Stover St 0DO 0DO 0DO 0DO 101 DO 93200 401 DO `0M J'OM 000. 000+ 0DOLL 0M -.B SUBTOTALS.--.-.."`£'.^+-Z- n - `a.3�,& _a"0DO _` am e", -J 'f000 OW `r �"10100 '9'93200'1-<401DO +v 000 .P000,11 -000td 000n--,'+OW DWI rv` 15 B.A. Ct Se4ana NoEM 000 M - "tit Vf- -r - "I'll 74M 52M 0DO Doc OM OM DOD ado 0DO 000 000 15 8 a Nmb 0DO 20M 20M 0DO 0DO 0DO aDo 000 ODD 0DO 0DO 12M 10M 15 Corby Q SsS Or NMh EM 000 87W 53M 0DO OM COD 0DO 0DO OM ODD 0DO 000 0DO 15 a a Sakan Or 0DO 61 DO iDiM am am ODD OM 000 20M am OM low 2000 15 Sa Or Anna a Or OM 200 DO OM 0DO 0do 000 0Do 000 OM 0DO 0DO 0 ON 15 Skym Dr Aran SL Cotly St 0DO DOD COO 0Dl ON 000 D00 000 000 DOC 10000 0DO 000 15 Trekee Ct CobySt West Fnd ODD 78M 57W ODD I OM 0DO OM 0DO 0DO DM 0M 0Do 000 •"b SUBTOTALS F=`=w'�',•'=^ten- _ _� 000-x'""a'=620W'- 28300 -34 °'"DDOoI 000r r&000- _COD -°vOM ' .--12000- •"n0M-x<,.` 1000011=.4y200_ "30M 2` 16 Mxwel Cl Mekwe4 U' West EM 8DO 3Do 0M +OM ODD t-s'-:v-. aDo 000 r 'A_�' - _ -.. 000 _ 0DO OM 000 DO OM 16 Makw Or VN Way Seeboerd Ln DOD 70M 16M CM OM 000 0DO 000 ODD OM DDO OM 000 16 SesbaaN Ln Wnakrs My Maawe4 Dr 000 2800 14M aD1 BOB 0M 0DO DD) ODD 0DO 0DO 0Do 0DO 16 S.,y CV VMaters MY Whalers W-Y 0OD 243 DO 241 DO aDo OM 0DO 0DO 0Do DO 0DO CM 0DO 000 16 Vvh Way BoerdvkDr Leme Ave 000 380DO low aDo aDo aDO 0DO 0M law 0DO 20M 14M 37M SUBTOTALS-, - 000�. r -,a:--72900 '`28400:""' '000,"f -.-O DO•eS '1000,- G-,000's' f COD » 1 IBM- 1000 +•- ,e_ 2000 1-1 1,14M a 37DO,av YWest <�28M 30M 0DO 000 000 000 ' w �0DO 1] Asllewi Cl NewBMortl Or EM OM 000 1900 000 0DO 000 17 Cl New Be®ord Or East BN 0DO 77 DO 24 DO DM CM 000 0DO am 23 0Do 000 0DO am 17 Doioheeter 0 New Bedlard Or Best EM 0Do SOM 28M 0DO 000 0M 0DO COD 000 0 M 0W 0M nm 11 Moneceb CL New BeBort Or West EM ODD 317M e5. 0M Ow am ON 0Do 74M 0DO OM aDO 000 17 New Bedford Dr Wheal Dr Tlwndeo 0DO 355M BON OM 000 000 0DO 0D0 4600 0M CM OM 0DO 17 NonAtli CL NmSvdffaQ, West EM OM 355W 80M 000 OM 000 OM COO 46M OM 0DO 0DO 0Do 17 R Ct Wheaton Or North Ertl 0M 95M 29 DO 000 0DO 000 OM DOD 21M 000 0M 0DO CM 17 St ah Ct N.Selfortl Dr West EM 0DO B W 3300 0DO 0DI 0Do 0D1 000 000 OM OM 000 000 SUSTOTALS-%, -.. J,--..e -` AlON" >'T^7358001 ',`234800. _1 0004 ;OM w 000-+ L=OM _ .a10M_✓` `_d22900,"- 'eOM1 a' e'-OM ✓<"' +0 oo= -P-000�, `WeetDd 0DO 0DO 0DO OM 0DO 20 BleMrs Cl WHmaae BL OM D00 000 0Do 0M 0DO 0DO 0DO Co Lake SL WTltce`,b S M-SL Doc DDu 000 am 155M 23000 132DO 000 COO 0DO 3DM aDO 1100 20 9urmwr St SNeldca East EM 000 0DO 0DO OM 0do 000 OM 0DO 0 M 0DO UM 0M 0M 20 V,MEoomb St Lake SL Pros act Rd 000 OM 000 0DO DM DM OM OM M DM ON am am -P SUBTOTALS'--`,-v:'-u.''•,?- s'Nl000�1i '+7" IOW- w ^r=""'OW 000 2-1Uw -"r23000 - ">-132001, _ ^'O DO emu."",ODO "` r.-',am=L,-_-F3D00 •- `�000d" z` 1100-1 DM I OM DOD DM OM 21 DnO Roetl+ Sheks St lcU 000 I OM OM I ON 000 3M 11000 000 r';'. `SUBTOTALSC">--.yz r'ON_ =000:,-F_'.000',_y s OM.: ",000" L000 `_ _000 A000.. .D OMF,-",-_V000°- -, - ; rrcwed fmwlo .�.. - :r; - _ .'r r - _ _, "_ ° __ , oo., r ..- - ,I .� ..o.,,. �.,..•,•< � . _ . _ � „ ,... �.. - �oww , o.w ,i SECTION M500 VOGBL CONCRETE QUANTITY ESTIMATE vfw? AREA '"grit <''?L,<•tF STREETyFROM = -A, ,YC .DW VC DA NSW O Vutfall HDIiYym Hentli.iF 0 HenMdpVC, LNa�nE.''liea_p X,=-Ba.. •4 -_Flaa�h"vxork'- da8f�Fla<Gtwroar.k'h aLF=v^ 1LF LLF`­ LF^' S IF av'LF ,SF-" SF- 't-&F3-� 1 Ptbar Ave Caoiredo Av' a SON ON ON 2000 ON ON Qlm ON ON ON 1 Wabash St Cenkiya a 000 ON 0M OM 140M 2000 0DO OM OM .`�3. SUBTOTALS1,Z. '..i V.\ Tr, 11000 - OM. ,20N vOW- 'W r 'OM.w TOM:.. 2 IE Swab.Rd S LemAve ON ON ON ON SON ON ON ON S Cl Ave ON 2 FOOIHks Parkwa Matthews SL ColAve 0DO 0DO 000 0DO ON 2000 0DO 000 0M 2 Meth a St Sxakw Rd FOaINISP 2000 0DO ON 000 000 ON DW ON 186N 2 Marsoe Dr SlanfoN Rd Stover St 0 DO 0 DO 0 M 0 D3 O N O N D W ON 0 DO 2 Stavfod Rd Srakav Rtl Hmetoolh Rd 000 0DO aDO 000 0DO 6000 0DO 35M 255DO SUBTOTALSFi 20W 0DO — L000"4 000K=c. 8000'1: �lgp Op rJ''_00D-=7S _�- OO;c3'r'544100� ,3 -.^am+'sF ...1a-mac- «000 Yid=`f�iF 000 0GO .� 0DO 000 ON - coo OM Coal Bark Dr Wd1eMm Dr Wi Creek Or 000 =r\+S�SUBTOTALS`i>✓-J :..].'.s, "'=z`?'i-=`.�'_n = <0G0'+_=""_0DO-'_ a000.IrI, O0c, -_. 000`:N4a}`nOW,'16 .,s_'000y 'N-`T e00DY'�Gr �''OOOn a 5 SWert 51 SCo Ave Storer St 24600LOWOM OM ON 122N N GN800S rtSt Pr d OWON 40W ON OW OW OW DNPros Rd EFMn 61 0W0W 40M ON ON ON 000 ON 246M40M�x°,7 BO00 s I -OM_ v r122M­;. <•!OM = .= OW--- MM ,6 Storer Sl ON OM ON W Laurd St Col, Ave coo ON coo OM 29674OD 250DO s,.x, 9UBTOTALB,� a =aaa _ter-': "--ow '4[ r, ON _., .'0DO_e 000'"r,ni:OW -OOW -P_, .."'-OW �-296100`--.-'26000 15 Bees Cl Sad Or North End ON ON _ ON 1'« ate, e•I II_ ayt ON ON -gam �' ON ON 40M ON 15 B Cl S Or NOM EM ON ON ON ON 20M 20M ON ON DW 15 CdIN a SatIa D, NafiF ON OW ON ON 40M OW ON 000 0W 15 C SI a sai Or OM ON OM ON SO Do 20M ON OW 42M 15 Saw Or Alan St a OM ON 0M ON 20M 0W 000 ON 0M 15 Or Mara St 000 0M OM 0M ON OM OM ON OW 15 Trak U Cby a West EM ON 000 ON 000 4000 ON OW 000 ON :I' SUBTOTALS ,K -'=AM.°d 'x' 000 0W, d ?" ON..£ or,24000,N 1-14000 it __.,'0M- 1'^ 5_ ON-,' -,_A,4ZOO, f000 i6 Maxwel Ct Ma Dr West EMS 0M 0 DO ON 000 ON OM coot Fa ON 16 MavwelDr M.Iersmv Seaboard In ON 000 ON 000 20 DO OM ON coo ON 16 Saabowd In M.Immy Ma Df ON 000 ON OM ON OM 0W 000 ON 16 Seewa Or M.I.My Whalers Way ON OW ON OM 80N ON ON 000 33DO 16 Whe W.Y Board kOr Lenay Ave 000 0M 000 ON nDo 40DO OM 000 OM -95v SUBTOTALS a'^+OM ODO 1d'.O 0 W 12000 40 W OW-..'=-OW 3__7'L+c 33 M5•� 17 Ct r00 N. BoiOr West Ed OM OM UM ON 40M OM 0M 0M ] L N. BedOr East M ON OM 0M ON 40M OM DM 000 OM Ct New BelordDr EasE 0W ON OM coo 4000 ON OM OW OM 17 Aeo Ct New Ward Dr, WastE OM ON ON OM 4000 ON 0M nM nm 17 NewB o,,Ja Wheabna T NEI ON ON ON ON 202M OW 0M OM OM 17 NorMch Ct New Be6 Or West EOd ON ON 000 000 202W ON 0W ON ON 17 Revere Ct Wheahma Na ErM OM OW 0M coo 400D OM ON 000 000 17 St4Msh Ct New BeRarda WestE OM OM OM 000 40M DM ON 0 OW L`SUBTOTALSTr s 'YK <i, t^2==x^r�''L=i':' A,, 0 W,=; .-` 000 '_ r'000 '''\�=000 .x v*'i 64400«c"-,''DW- s "-OM --'OM_`a-'11�000 V a `000 20 H CL WlYlcooba WestF ON ON ON 40M ON OM ON ON 20 Lake St WM1Hconb St SNaHS SL ON ON CN ON GM 4000 385N 500 1 2400 20 Sumar St Si4e#sa Eas1End ON OM CM ON OM OM ON ON ON 20 Whkvnb St Lake SL dRd ON 000 ON 000 OM ON ON OM OW -, SUBTOTALS rn�FT. OM> s OW'� -9.,DM nr `4000sr =',l' ON -" 40M', 5 38590 - • _-.'-8MOO _ w� 240N,1- 21 Drake Road SHek%St tCarttJry �S+�RwS Or Gu> ON ON ON ON ON 531N ^OW 8M OWE i'SUBTOTALS 'r.^'r_ - OM-- "ON ,`ON �^ +-OM _ "r''ONarx J`8M b ON .=531N , "WON ',y PRW[G1 ..^.. ",d.^, "_ -, I...'__. _ �.,. �... . _ ,ate.,., .rx_'_-I' ' __ SECTION 03000 DETAILS INDEX Street Markings Patching Detail for Concrete Replacement Asphalt Paving Detail at Crosspans Concrete, Construction Joint Pavement Joint Types Hollywood Curb Approach Dnveover Curb Approach Vertical Curb Approach Street Ini ersection - Dnveover Curb and Gutter Street Intersection - Vertical Curb and Gutter Pedestrian Ramp Detail - Hollywood Curb Pedestrian Ramp Detail - Dnveover Curb Pedestrian Ramp Detail - Vertical Curb Pedestrian Ramp Detail - Mid Block Pedestrian Ramp Detail - Highback Curb Curb and Gutter Details Metal Sidewalk Culvert Details Concrete Sidewalk Culvert Details Curb Inlets Catch Basin Replace Concrete Pavement STREET MARKINGS = PATCH G = GRIND LIMITS OF REPAIR � D E WALK NOTE: ALL MARKS ARF FLOURESCENT PINK PAINT. CONCRETE JOINT PATCHING DETAILS FOR CONCRETE REPLACEMENT SECTION TO BE I SIDEWALK REPLACED 1 6"4 6" CURB AND GUTTER AREA OF PATCH DEPTH OF PATCH = 6" Is-- VARIES -� I'l AREA OF PATCH '1-SECTION TO BE r REPLACED � ` CROSSPAN 01 AREA OF PATCH �-- VARIES -� PAGE 1 OF 1 SIGNFn FULL DEPTH ASPHALT CROSSPAW P.0 l FULL DEPTH ASPHALT T T tI SLOPE ASPHALT PAVING DETAIL AT CROSSPANS OF FORT COLLINS, COLO. TER 8 DESIGNED ASPHALT THICKNESS D-25 CONCRETE CONSTRUCTION JOINT z z O W 7 O = W W O W uj Q U Z E Z J W .••. W �+ d Ln W ca .r J J m W W W ui 2 ~ X ¢ Y N N Z N U W ^07 F- ca W W 1- C NCD J W w C G O d N Q¢ V O S V 4 Z 1U•,• � W • r O W d✓ J 4. (N Q F- C T �I/2'0 ;; g' Min ---- i --•i i- / i- 1/8 radius . Lb, Backer ► ,I ° • 9 Rod TYPE A EXPANSION JOINT /� \ C x / Flush with surface Premolded strip to < 1/8radius Fill with 161nt sealer o' , '► • •' I I/2 , .' i>. • • 1.— 3/4TY Ica r% Keyway formed by fastening metal key to form SAWED OR PREMOLDED STRIP TYPE B Longitudinal or Traneverge, 'LONGITUDINAL CONSTRUCTION JOINT R9NPAVEMENT J®IT TYPE CITY OF FORT COLLINS, COLORADO ENGINEERING DIVISION Control Joint Walk - 6! Transition f ` nvetlray width ! A 1 JGntT ed Section Slope = 114u per it. Minimum Slope = Iat per ft. Maximum Property Line (Concrete Iimit ) PERSPECTIVE VIEW Aw m o -.t Y 3,- 3• O U 07 M Slot 1 er tt Ma: 'Slope ►' pK ft. :�••• .e. i EXPAtSON ° J0orr Control joint Walls — d-- Transition SECTION A -A NOTE N.T.S. Retrofit Drive Approaches Shalt Match Ea,stmp coaddloei. DRIVEWAY WIDTH Minimum --------- 10 Ft Mult. family i 6 2 Family ROL, Max--------- 25 Ft. Com Res. , Max.----.--- 20 Ft Ind. Max. ----------35 Ft. Ind. HOLLYWOOD CURE APPROACH DETAILS CURB, GUTTER,AND SIDEWALK ITY OF FORT COLLINS, COLORADO RMSM =PIT. Ifni ENGINEERING DIVISION APPROVED: D-14-A U r C ll 101 K K 0 I 0 7 0 wttfi or without Notice to the Surety and during the life of the guaranty period, and if the Principal shall satisfy all claims and demands incurred under such Contract Agreement, and shall fully indemnify and save harmless the Owner from all cost and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the Owner all outlay and expense which the Owner may incur in making good any default, and then this obligation shall be void, otherwise to remain in full force and effect. PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract Agri=ment or to the work to be performed thereunder or the specifications accompanying the same shall in anyway affect its obligation on this bond; and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Contract Agreement or to the work or to the specifications. PROVIDED, FURTHER, that no final settlement between the Owner and the Contractor shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. four IN WITNESS WHEREOF, this instrument is executed in ftuz counterparts, each one of which shall be deemed an original, this 6th day of April 1 2001 IN PRESENCE OF. (CORPORATE SEe�i) Y , r• r Principal VOGEL CONCRETE, INC. By: 42,e L/ice (Title) 1313 Blue Soruce Drive, Suite 8. (Address)Fort Collins, CO 80524 Page 2 of 3 I1 rlveway width I A Property LMe I i®® (Concrete ilmlt� )�— Slope = Control jobt Mow, per Ciii; ntrol ,�EXPAPlSION JOIKT dk arped Section 5o _` Walk I per ft. ._ --- d . if "Im-A �- d - I•ransition Transition PERSPECTIVE VIEW Y � O � 3 Y 512" O cl m - �— MIn Sloe 1per ft. Mox Slope 1" Def }tco It - SECTION A -A NOTE N.T.S. Retrofit Drive Approaches Shall Match Existing Conditions. DRIVEWAY WIDTH Minimum -^------- 10 F2. Mull. family Res, Mox--^------ 25 Ft. 1 9 2 FamiPy Res. , Max.------- 20 FL Comm Ind. Max. -- -- --35 Ft. NEW DRIVEWAY APPROACH DETAILS DRIVE OVER- CURB, GUTTER,AND SIDEWALK F FORT OLORADO REVISED 2-84 COLLINS,t REVISED 11-e5 ENGINEERING DIVISION AMREVISED 4-86 D-14 L.�.Drivewoy width A i•- 7--' slope = v4per ft. Min. 1 WALKWROON JO* Slope =l"per ft. -' — — M aximum Warped Warped section section H1* f=r EXPANSION Jow TO BE PROV= Xr BACK of WAUL Control JOINT joint 4' —< wAu msition ! lab A T\ ronsffion PERSPECTIVE VIEW mom c I Mader Fswmg CanC"Mm J 1 0 t X .7C ZE nn � r l.. 1 Mh Slope I h I .0.f EXPANSION JOINT SECTION A —A N.T.S. DRNEWAY WIDTH Minimum I O Ft Mult. family 18 2 Family Res., Max. 25 Ft. Res., Max. 20 Ft. Business, Max. 35 Ft. NEW DRIVEWAY APPROACH DETAILS VERTICAL CURB AND GUTTER FORT COLLINS, COLORADO REVISED 2-85 ENGINEERING DIVISION 'EVISED 4-86 D- 15 WALK ROADWAY WIDTH I CONTROL CONTROLNINE — p�I ,p JOINTS JOINTS Q•0 CONTROL JOINT REOIAREO FOR PANS OVER 4d A —FLOW LINE y. co aq j.A TOOL JOINT , OOL JOINT DOWELL IF COLD JOINT CONTROL ISEE PAl"WI t0 SPECIFICATIONS - DETAIL N0.4) JOINTS PLAN VIEW NOTE, 3' 8` WIDE PAN FOR RESIDENTIAL STREETS. ALL INTERSECTIONS TO HAVE ACCESS RAMPS, in .4 71F WALK CONTROL CONTROL - ' P4 JOINTS JOINTS O JOINTEXPANSIGN JOINTXPANSIGN ) P CONTROL JOINT RECUREO ' FOR PANS OVER 40' A _FLOW LINE �. J FLINE TOOL JOINT to Id O.C. OOL JOINT DOWELL IF COLD JOINT CONTROL (SEE PATCHING SPECIFICATIONS -DETAIL N04) CONTROL JOINTS PLAN VIEW JOINTS TRANSITION FROM C ® G SECTION TO RAN SECTION, TYPICAL BOTH SIDES. NOTE, 6' WIDE PAN FOR RESIDENTIAL STREETS. ALL INTERSECTIONS TO NAVE ACCESS RAMPS, SECTION A -A e'Mia ON RESIDENTIAL USE CONCRETE P�IVEMENT OESIGN+ 1/2 FOR STREET INTERSECTION GUTTER DETAILS COLLECTOR ® ARTERIALS 'VERTICAL CURD AND.GUTTER CITY OF FORT COLLINS, COLO. APROVE ®% EVISED% ENGINEERING DIVISION r r , r RESIDENTIAL STREET WITH DR!VEOVER CURB (D-1 1) 1.17' 1 y4" DEEP II ON 1:7)tt Q I Ir Q LLJ m aof c/)U Jp <r 0 r0 x� L1_I r CD J cf) J L1J O — ry,_ a 18'i 4' 0 6' MIN 4' LANDING TO GRADE BREAK PC TOP OF CURB MIN. 2' 4.43' TO FULL WIDTH PLAN VIEW 6" CURB AS NEEDED FOR LANDSCAPING 6' FL 6" CURB AS REQUIRED FOR LANDSCAPING CONCRETE NOTES 634, I RNIP UPIDING S1AIL BE CONCRETE COLORED WRH 4 Les/ SACK DAVIS NO I I n (TEE RED) MIEHT OR APPROVED EQUAL. DAYS CLEAR SEALANT OR APPROVED EOUAL SHALL SHALL BE APPLIED ON ALL COLORED CMCRETE SURFACES. 2 COLORED PORTION OF THE RAND SHALL BE POURED SEPARATELY AND DOVIELLED INTO ADJACENT CONCRETE WITH A MUM OF 8 EQUALLY SPACED. 18 INCH /4 DE VUED BARS DRIVEN 8 INCHES UK". 1 TRANSITIONS ARE TO BE SCORED PERPEIBXCIAAR TO TRAVEL DRECIION WITH SIX 1/4 INCH DEEP TOOLED JOINTS 6 INCHES ON CENTER AS SHOWN 4 IC JOINTS ARE ALLOWED IN THE FLOWUNE SIX INCH WIDE CURB OR'DUMMY JOINT' MAY BE TOOLED NO CLOSER THAN 6 INCHES FROM FLOW LINE AS SHOWN. S UK" CONCRETE THOMM IS 6 INCHES, 6. JOINT PATTERN TO BE ACt OFFING TO TMERSECTION CUTTER DEFAR: (DETAIL D-I6 and D-17) OR AS DETERMINED BY THE CITY ENGINEER. 7 SWIRLED WOOD FLOUT FINISH IS REQUIRED OVER ENTIRE SURFACE OF RAHP AND TRMSNIONS 8- A 6 INCHH WIDE CURB MAY BE POURED AT THE BACK OF THE RWP AS SWWN IF MXARED IF CURB IS USED R SI41 MATCH THE CURB AND GUTTER STYE OF ADJACENT CURB X40 GUTTER. 1 *24 `max 1 /4" MAX. FL UP -46' SECTION A —A 6" FOR NEW CONSTRUCTION PEDESTRIAN RAMP DETAIL STANDARD DETAII. AND ALTERATIONS D-12.1 CITY OF FORT COLLINS, COLORADO REVISIONS ENGINEERING DEPARTMENT APPROVED 2-'96 RESIDENTIAL STREET WITH DRIVEOVER CURB (D-1 1 ) 4' FL 6" CURB AS REQUIRED FOR LANDSCAPING 1.17' 1/4" DEEP TOOL JOINT /�/ \—COLORED CONCRETE ON 6" CENTERS 6' MIN. NOT ES Q 1 RAMP LANDm s A L BE CONCRETE COLORED WITH 4 LBS/ SACK DAVIS NO 1117 (TILE RED) PIGIMIT 14'LANDINGTO OR APPROVED EQUAL DAVIS CLEAR SEALANT OR APPROVED EQUAL SHALL SHALL BE APPLIED ON ALL _ COLORED CONCRETE SURFACES. 2. COLORED PORTION OF THE RAMP SNAIL BE POURED SEPARATELY AND DOWELLED INTO ADJACENT CONCRETE WITH A MINIMUM OF 8 EOIAILY SPACED, 18 INON J4 DEFORMED BARS DRNEN 8 INCHES Ld GRADE BREAK i TRN6TIONS ARE TO BE SCORED PERPONDIC" TO TRAVEL DRRECTO WITH SO 1/4 INCH DEEP TOOLED LLJ m (y cl� JONTS 6 INCHES ON CENTER AS Si01RN. PC 4 NO JOINTS ARE ALLOW'FD IN THE FIOWUNE. 9X INCH WIDE CURB OR 'DUMMY JOINT MAY O TOOLED NO (n U CLOSER THAN 6 INCHES FROM FLOW LINE AS SHOW 1 5 MINIMUM CONCRETE THICIO SS IS 6 INCHES. Q O TOP OF CURB 6. JOINT PATTERN TO BE ACCORDWO TO M3ZSECBON GUTTER DETM' (DETAIL D-16 and D-17) OR AS F— O DETERMINED BY THE CITY ENGINEER. Z 7. SWIRLED WOOD FLOAT FINISH IS REQUIRED OVER ENTIRE SURFACE OF RAMP AND TRANSITIONS. � MIN 2' TRANSITIO TO FULL WIDTH & A 6 INCH WIDE CURB MAY BE POURED AT THE BMK OF THE RAMP AS SHOMN IF REQUIRED IF CURB IS J U) J USED IT S ALL MATCH THE CURB AM GUTTER STYE OF AMMff CURB AND GUTTER. W O t 18' 443'PLAN VIEW 6' — VARIES 1 24 MAX 1/4' MAX P1 UP _' 6.. • `COLDRm�CONCRETE �; 6• r. 6" CURB AS NEEDED FOR LANDSCAPING SECTION A —A PEDESTRIAN RAMP DETAIL FOR NEW CONSTRUCTION STANDARD DI:FAM AND ALTERATIONS D-12.2 CITY OF FORT COLLINS, COLORADO REVISIONS ENGINEERING DEPARTMENT APPROVED — 2-'96 RESIDENTIAL STREET WITH DRIVEOVER CURB (D-1 1) 1.14' U Q U LLJ p1 ivill mmlZqq- I -I TRANSITION GUTTER PAN FROM 2' TO 1.16' (14") EVENLY FROM RAMP TO PC MAX FL UP 1/4" /4" DEEP TOOL JOINT ON 6" CENTERS P.0 DETACHED WALK V• W W V� W W V- W V, W W W Vr W W PC J 6" CURB AS REQUIRED FOR LANDSCAPING CONCRETE UTILITY POLE N 0 T ES I RAWP LWM SHALL BE CONCRETE COLORED WITH 4 LBS/ M DAVIS NO 1117 (TILE RED) Plum OR APPROVIED EQUAL DINS CLEAR SEALANT OR N'PRWED EQUAL SHALL %' L BE APPLIED ON ALL COLORED CONCRETE SURFACES. 2 COLORED PORTION OF THE RAMP SHALL BE POURED SEPARATELY AND DOWELLED INTO ADJACENT CONCRETE WITH A MINMUM OF 8 EQUALLY SPACED. 18 INCH 14 DEFORMED BARS DRIVEN 8 INCHES MINIMUM 3 TRANSLLIONS ARE TO BE SCORED PERPENDICULAR TO TRAVEL DIRECTION WTIH SIX 1/4 INCH DEEP TOOLED JOINTS 6 INCHES ON CENTER AS SHOWN 4 NO JOINTS ARE ALLOWED IN THE FTDWTINE SIX INCH WIDE CURB OR 'DUMMY JOINT' MAY BE TOOLED NO CLOSER THAN 6 INCHES FROM FLOW LINE AS SHOWN 5. MINMUM CONCRETE PM(NESS US 6 INCHES. 6 JOINT PATtERN TO eE AccomING TO 'POERSECTION CUTTER DETAIC (DETAIL 0-16 and 0-17) OR AS DETERMINED BY THE CRY ENGINEER 7 SWIRLED WOOD FLAT FlNISH IS REQUIRED 04ER ENTIRE SURFACE OF RAUP AND TRAN5IIONS & A 6 INCH WIDE OM MAY BE POURED AT THE BACK OF THE RAMP AS SHOWN IF REQUIRED IF CURB IS USED R SLWE MATCH THE CURB AND GUTTER STYLE OF ADJACENT CURB AND GUTTER 6" CURB AS NEEDED FOR LANDSCAPING 6" PLAN VIEW 1.24 MAX. OLORED 1/4" MAX. FL UP Y 6" 6" SECTION A -A N T.S. PEDESTRIAN RAMP DETAIL FOR NEW CONSTRUCTION STANDARD DETAIL AND ALTERATIONS D-12.3 " CITY OF FORT COLLINS, COLORADO I REVISIONS m ENGINEERING DEPARTMENT APPROVED 2- 96 RESIDENTIAL STREET WITH DRIVEOVER CURB (D-1 1) PC I- ry O U Ld J I O U J ryNQN Lu II— I..1... Q 1.14, MAX FL UP 1/4" 4' MIN / fi M FL PC -/ 6" CURB AS REQUIRED FOR LANDSCAPING COLORED CONCRETE 1/4" DI TOOL JOINT UTILITY POLE ON 6' CENTERS N 0 T E S 1 RAMP WADING SHALL BE CONCRETE COLORED WITH 4 US/ SACK DAVIS NO 1117 (TILE RED) PIGMENT OR APPROVED EQUAL DAVIS CLEAR SEALANT OR APPROVED EOILIL 91ALL SEIALL BE APPLIED ON ALL COLORED CITE SURFACES. 2 COLORED PORTION OF THE RAMP SHALL BE POURED SEPARATELY AND DONMED INTO ADJACENT 6' M ACONCRETE WITH A MINIMUM OF 8 EQUALLY SPACED. 18 M 14 DEFORMED BARS DRIVEN 8 INCHES UK" 3 TRANSITIONS ARE TO BE SCORED PERPENDICULAR TO TRAVEL. DIRECTION WITH SIX 1/4 INCH DEEP TOOLED JOINTS 6 RICHES ON CENTER AS SHOWN. 4 NO JOINTS ARE ALLOWED IN THE F DWUNE SIX RICH WIDE CURB OR "DUMMY JOINT' MAY BE TOOLED NO P.C. CLOSER Tw6r 6 INCHES FROk F'.L7F LIFE AS SHOWN. 5 MINIMUM CONCRETE THR7OIESS IS 6 INCHES. 6, 6 JOINT PATTERN TO BE ACCORDING TO WTERSECTION WTTFR DErArC (DETAIL 0-16 and D-17) OR AS DETERMINED BY THE CRY ENGINEER. 7 SWIRLED WOOD FLOAT FLASH IS REOUINED OVER ENTIRE SURFACE OF RAMP AND TRANSITIONS & A 6 INCH WIDE CURB MAY BE POURED AT THE BACK OF THE RAMP AS SHOWN IF REQUIRED IF CURB IS USED IT SHALL MATCH THE CURB AND GUTTER STYLE OF ADJACENT CURB AND GUTTER. W W DETACHED WALK W Y W W W W W PLAN VIEW W W W W W W W W 6" "-VARIES VARIES 1 24 MAX VARIES 1/4" MAX. FL LIP MAX. FL LIP *OREDCONCRETE 6" 6' CURB AS NEEDED 6" FOR LANDSCAPING SECTION A -A N.T S. PEDESTRIAN RAMP DETAIL FOR NEW CONSTRUCTION AND ALTERATIONS CITY OF FORT COLLINS, COLORADO ENGINEERING DEPARTMENT APPROVED STANDARD DETAIL D-12.4 REVISIONS 2-'96 ARTERIAL / COLLECTOR WITH 6" VERTICAL CURB (D-1 1) PC -%I R- 3 1/4" bEEP TOOL JOIN (�N 6" CENTERS / 6' MIN W W \ P.0 l PLAN VIEW 4 // W W W W W W W W W W W W W W W W W W W 1:12 SLOPE COLORED CONCRETE BREAK NOTES I RAUP LANDING SHIM BE CONCRETE CDLDRED WITH 4 LBS/ SACK DAVIS NO 1117 01E RED) P4MENT OR APPRMS EWA- DUNS CLEAR SEALW OR APPROVED EDLUL SNALL SHALL DE APPLIED ON ALL COLORED CONCRETE SURFACES. 2. COLORED PORTION OF THE RAW SHALL DE POURED SEPARATELY AND DOWELLED INTO ADJACENT MKRETE WITH A M6811UM OF 8 EOLALLY SPACED, 18 " f 4 WzMED BARS DRNEH 8 005 UMMULL 1 TBANSIRONS ARE TO BE SOORED PERPENDICULAR TO TRAVEL DIRECTON WITH SIX 1/4 R1C11 DEEP 1NLFD JOINTS 6 INCHES ON CENTER AS SHOW11. 4 NO JODTTS ARE NIAWED N RE UMME SIX INCH WIDE CIRtB OR 'WMMY JOINT" MAY BE TOOLED NO CLOSER THAN 6 LNCHDS FROM FLOW UNE AS SHOWN 5 MN" CONCRETE THOGIESS IS 6 INCHES. 6 JOKT PATTERN M BE ACCOROWC TO WDF;SSECTION CUTTER DETAIL' (DETAL 0-16 and D-17) OR AS DETERMINED BY THE CITY DOBrE.F]L 7 SWIRLED WOOD FLLAT F1101 IS REOUf U OVER ENTIRE SUPFACE OF RAMP AND TRARSMONS 8 A 6 PICH WIDE CURB MAY BE POURED AT THE FUCK OF THE RAMP AS SHOWN IF RECOZED F CURB IS USED R SCULL MATCID THE CURS AND CUTTER STYLE OF ADJACENT CURB AND CUTTER. SECTION A -A N.T PEDE, '-V FOR NEW CONSTRUCTION I STANDARD DE7AIL �TR1AN RAMP DETAIL AND ALTERATIONS D-12.5 N CITY OF FORT COLLINS, COLORADO REVISIONS a1m ENGINEERING DEPARTMENT APPROVED 1 2-'96 EXISTING BACK OF WALK CONCRETE " CURB AS REQUIRIED FOR LANDSCAPING MIN 2' TRANSITION TO FULL WIDTH TYPICA TOP OF CURB—\ TOP OF CU " PER FT. M I I I (� � 6 MIN --- I I caosen coNCRErE PER FT. MIX F _4' MIN HOLLYWOOD CURB (D-1 1—A) MIN--1 `6- CURB AS REQUIRIED FOR LANDSCAPING NOTES SIDEWALK s.I DRIVE —OVER CURB 1 (D-1 1) FL B AS REQUIRIED FOR LANDSCAPING 6" VERTICAL CURB (D-1 1) I R41P LANDING SHALL BE CONCRETE COLORED WITH 4 LBS/ SACK DAVIS N0. 1117 (TLE RED) 4 NO JOINTS ARE ALLOWED N THE ROM SIX INCH WIDE CURB OR'DUMMY JOINT MAY BE TOOLED MENT OR APPROVED EQUAL DAVIS REAR SEALANT DR APPROVED EQUAL SNAIL SHALL BE APPLIED ON NO CIASER THAN 6 NCHES FROM ROW UNE AS SHOWN All COLORED CONCRETE SURFACES 5 MNNUM CONCRETE TwmSS 6 6 INCHES. 2 COLORED PORTION OF THE RAMP SHALL BE POURED SEPARATELY AND DOWELED KID ADJACENT 6 MIT PATTERN TO BE ACCORORIC TO INTEIMMON CURER DEUA.' (DETAIL D—I6 and D-17) OR AS CONCRETE WITH A MIMWLA1 OF 6 EQUALLY SPACED, IB NCH 14 DEFORMED BARS DRIVEN 6 NCIES DETERUM BY THE CITY ENGINEER. MD6MUI. 7 STWRLEO WOOD RLUT FINISH 6 REQUIRED OVER WIRE SURFACE OF RAMP AND TRANSITIONS. I TRANSITIONS ARE TO BE SCORED PEIPENDICULAR TO TRAVEL DIRECTION WITH SIX 1/4 NCH DEEP TOOLED & A 6 NCH WIDE CURB MAY BE POURED AT THE BACK OF THE RAMP AS SHOWN F REQUIRED F CURB 6 JOINTS 6 NCHES ON CENTER AS SHORN. USED IT SHALL MATCH THE CURB AND GUTTER STYLE OF ADJACENT CURB AND GUTTER. 6• 1/2• PER Fr MAX 1/4" MAX FL UP VARIES 6• CURB AS NEEDED _ 6• FOR LANDSCAPING TYPICAL RAMP CROSS-SECTION NTS MID -BLOCK PEDESTRIAN RAMP DETAILS FOR NEW CONSTRUCTION AND A1,7ERATIONS STANDARD DETAIL D-12.6 CITY OF FORT COLLINS, COLORADO REVISIONS ENGINEERING DEPARTMENT I APPROVED z 96 IN U1 lJ U0 F Fill R IN PRESENCE OF - N/A IN PRESENCE OF. Debbie A. Haslam Denver, Colorado Other Partners By, N/A By- N/A By N/A Surety iNLAND INSURANCE COMP - B Attorney- tn-Fa t --eleste T. Moore —Helms 1312 E. Nichols Ave., Littleton, Colorado 80122 (Address) �(S UUTY SEAL) 1 ��0• CAN. Q�••••� date Construction If Contractor Date of Bond must not be prior to of Agreement_ is Partnership, all partners should execute Bond. CN.` �a0•ata°a:y°Nq�� h I iI LocKToN OCIMPANIIS Post Office Box 469000 / Dem cr, CO 80246.9000 (303) 753 2000/Fax (303) 753 2099 Page 3 of 3 STREETS WITH HIvHBACK CURB W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 4' I TIN COLORED MIX! LOPE 1 "/FF CONCRETE '--FLOWLINE OF GUTTER CURB PLAN VIEW A 0---si T-N?- COLORED CONCRETE 4" TOOL JOINT 6" CENTERS CURB NOY COLORED CONCRETE 1 4" MAX. FL LIP 1 1� 2 PE MAX. 6" T.. 6" RAMP WITH PARTIALLY COLORED CONCRETE SECTION A —A NOTES N.T.S. I RAMP LMDMG SIiAIl DE CONCRETE COLORED WITH 4 LDS/ SACK DAMS NO 1117(TILE RED) MUENT OR APPROVED EQUAL DAVIS CLEAR SEALANT OR APPROVED EOILIL STALL MAIL BE APPLIED ON ALL COLORED CONCRETE SURFACES 2 COLORED PORTM OF TLE RAIP %'A L BE POURED SEPARATELY AND DOWELLED INTO ADJAMIff CONCRETE WITH A MDBMUM OF 8 EMIA LY SPACED, 18 7TCH 14 DEFORMED BARS DRIVER 8 FICHES MMWIAL 3 TWWSIIIONS ARE TO BE SCORED PERPEWONXRAR TO TRAV4 DIRECIM WITH SIX 1/4 MCH DEEP TOOLED JON S 6 INCHES ON CENTER AS SHOWN. 4 NO MM ME ALLOWED M THE ROWIDIE SIX Mai WIDE CIDTB OR 'DUW JONI` MAY BE TOOLED NO CLOSER THAN 6 ACHES FROM FLOW LDE AS SIM S. MNDNY CONCRETE T}ACKNESS IS 6 INCHES. 6 JOKT PATTERN M BE ACCOMMG TO 'DOERSEM GUTTER DETAL' (DETAIL 0-16 and 0-17) OR AS DEMUNED BY THE CRY D04iRR 7 SWJM WOW FLOAT EK%i IS REWIO OVER EIM MACE OF RAW AND TRAN51 OK 8 A 6 Mai WIDE CURB MAY BE POURED AT THE 9VK OF THE RAMP AS SHOWN 6 REQUIRED E CURB IS USED IT SHALL MATCH THE CURB AND GLITTER STYLE OF ADJA DIT CURB AND GUTTER. PEDESTRIAN RAMP DETAIL FOR NEW CONSTRUCTION AND ALTERATIONS STANDARD DETAIL D-12.7 ElU I CITY 0 ENGINEERING GO DEPARTMENT ORADO 1APPROVED 2tt96 ,:p*, " .,A;;l Q Flow10 . DRIVE- Q•---- 2' 6' 1 VT 4 V2 N 1/a4 arch above the' curb. be Slope sidewalk to curb-1/$to lit Per n• �+------- 4• Min. _ VERTICAL 6 INCH CURB, GUTTER AND SIDEWALK BETS. EDGE SURFACE 1/8�' R • - ' 3/4Min . -."_ : • ' : -: •• °.. A. NOTE: JOINT SHALL BE CUT 1/4 THICKNESS OF CONCRETE INITIALLY GAMY JOINT FOR WALKS NTS. I 2 R .`' 0 4 • OUTFALL CURB AND GUTTER CURB AND GUTTER DETAILS I!- 85 Y OF FORT COLLINS, COLORADO - REWED a=ss ENGINEERING DIVISION D-11 ONIBINATION CURB. GUTTER AND SIDEWALK 'HOLLYWOOCr OBSOLET E rLrs FOR RECONSTRUCTION ONLY! HOLLYWOOD CURB, GUTTER AND WALK LK CITY OF FORT COLLINS, COLORADO �_ ENGINEERING DIVISION - _R APPROVED 5/8"x 2'8°x 4!6'' RAISED PATTERN NON- SKID, GALVANIZED STEEL PLATE (AASHTO M-III) 1O'0' A MIN. SECTION II xx I xxx��• xx �I (jl sJ ACE FIRST SCREW DSEEETAIL A�� Ixxx xx OFFRil EDGE ATE xxx �I 1 II B A PLAN VIEW F 4,8„ SLOPE PLATE TO MATCH SIDEWALK 2,0„ N -J FLOWUN. E AS SHOWN ON PLANS) SECTION A -A 4 5/81 _ to 3/8° BRASS SCREW—18°O,C, W/COUNTERSUNK HEAD FLUSH W/PLATE 5/8° GALVANIZED\" PLATE ` 3"x2•x3/8 GALVANIZED o '' ANGLE NO 3 REBAR -" y" ANCHOR-18 O.C. DETAIL "A" SECTION B-B NOTE WHEN THE CURB IS SEPARATED FROM THE SIDEWALK THE STEEL PLATE SHALL BE PLACED O� THE SIDEWALK AND THE CONCRETE CHANNEL (WITH 6' THICK WALLS ON EACH SIDE) CONTINUED INTO THE CURB AND GUTTER. METAL SIDEWALK CULVERT FOR VERTICAL CURB, GUTTER AND SIDEWALK CITY OF FORT COLLINS, COLORADO ENGINEERING SERVICES UNIT APPROVED BY: DATE: 3/ &P /8'4 REVISIONS: D-10 5AJIX 21611 x 400It RAISED PATTERN NON- SKID, GALVANIZED It STEEL PLATE. (AASHTO M-III) 4 B =- SEE DETAIL 10'0" Ad" MIN. SECTION I )' • PI ACE FIRST SCREW Kx, x 'll 6OFPLA FRONT EDGE X Axx B A PLAN VIEW SLOPE PLATE TO F /MATCH SIDEWALK 14!' 14" -4, 0„ pLOWLINE (AS SHCMIN ON PLANS) co 44 a. p P y Q n SECTION A -A - ►i 3„ 21 0„ - 3„ 2:1 SLOPE 3� 01 21 SLOPE 4' 1 1° SECTION B-IB 3/8" BRASS SCREW-I8"O.C. NOTE: WHEN THE CURB IS SEPARATED FROM THE SIDEWALK THE W/COUNTERSUNK HEAD STEEL PLATE: SHALL BE PLACED ON THE SIDEWALK AND FLUSH W/PLATE THE CONCRETE CHANNEL (WITH 6� THICK WALLS ON EACH SIDE) CONTINUED INTO THE CURB AND GUTTER. 5/81. GALVANIZED PLATE I___RAVmrAl tainculAl®v n 13"X2'1 X3/8 ALVANIZED a •NGLE a , �' =' NO.3 REBAR ANCHOR-18 •' - OC. DETAIL"A" E� FOR DRIVE -OVER CURB, GUTTER AND SIDEWALK CITY OF FORT COLLINS, COLORADO ENGINEERING SERVICES UNIT APPROVED BY: DATE: ,S 1G / j# REVISIONS: Xom b b IC m 3' 0" A 6 #4BARS AT EXTEND WALK I'd' �� I• , BEYOND NORMAL II'QC BACK OF WALK 1 1 1 i o ,,,(BEYOND 6" THICK' SIDEWALK (TYP) 5*05 PARS AT 9 OC 1O�, { TrY P'j �O I 2�S BARS AT 6"OC I I BACK OF CURB- - E'SEE DETAIL "I FLOW LINE *1`4 BARS AT 12"OC WARPED CURB B GUTTER (TYP) 36° 4 0" DPENING 3' 6" i II' 0" It A --*I PLAN VIEW DETAIL "B" „STEEL C 6C 8.5 WITH 1 1/2" DYL HOLE IN CENTER —EXTEND CHANNEL TO OUTSIDE \ EDGE OF WALL DETAIL "A" 2' 0" 516" 8 SEE DETAIL"B" #4 BARS y � •- - q BARS � I% SLOPE —Y 4 0 *4 BARS-12°OC BOTHWAYS SECTION A -A 3. 6s}I, _ 4' O" 316 WARPED GUTTER I DEPRESSED GUTTER! WARPED 1- NORMAL FLOWLINE FLOWLINE SECTION B-B (REINFORCEMENT NOT SHOWN) 11, d' 10 #4 BARS #5 BAR +T ADD 1 #4 BAR = - - - _ - - ADD 1 k4 BAR , "4 BARS-12"OC. SECTION C-C BOTHWAYS GENERAL NOTES: 1. SIDEWALK SHALL BE 6' THICK FOR 3'O' ON COINCRETE SIDEWALK CULVERT EITHER SIDE OF CULVERT. FOR VERTICAL CURB, GUTTER 2. TOP SLAB OF CULVERT SHALL BE SLOPED AND SIDEWALK TO MATCH SIDEWALK. SEE 0-6. 3. EXPOSED STEEL SHALL BE GALVANIZED IN CITY OF FORT COLLINS, COLORADO ACCORDANCE WITH AASHTO M-111. ENGINEERING SERVICES UNIT 4. KEY JOINTS WHERE WALLS CONNECT TO APPROVED BY: TOP SLAB AND BASE. b. REINFORCEMENT IN WALLS AND BASE SHALL DATE: S BE 3' FROM THE SIDE EXPOSED TO EARTH. REVISIONS: REINFORCEMENT IN TOP SLAB SHALL BE e� 1 1/2' CLEAR. I ®- 4 ®L I 3.0" t fi ol A� (6�4BARS AT II OC �■■OR ' ■�IIII♦IIII♦II-I�� v 8 C 8 5 FLUSH WITH CURB , 6 BARS 12"O C. 1 1/2" R _ N 4s1 iD • - 2 I• I 4 0 OPENING III O A--qJ PLAN VIEW EXTEND WALK 1'0" BEY014D NORMAL BACK OF WALK —4-*5 BARS C AT 9"O. C. ^ 2 *5 BS AT 6 O,ARC B BACK OF CURB -A 6 f —SEE DETAIL "A" ' FLOWLINE WARPED CURB B V4 BAR 14"-1"LEG 18" LONG 'd ' 1�\ #5 BAR \1 1/2" PIPE SPACER AND 1 1/4" LOCK NUT \ 1 1/4" CIA x 16 I/2" GALV STEEL - ROD -THREADED 3 1/2' m •.,� _ AT TOP 1/4" 3"x3"x3/8" PLATE 6" DETAIL "B" GENERAL NOTES: 1. SIDEWALK SHALL BE 6' THICK FOR 3'O' ON EITHER SIDE OF CULVERT. 2. TOP SLAB OF CULVERT SHALL BE SLOPED TO MATCH SIDEWALK. SEE D—E. 3. EXPOSED STEEL SHALL BE GALVANIZED IN 4. ACCORDANCE WITH AASHTO M-111. KEY JOINTS WHERE WALLS CONNECT TO TOP SLAB AND BASE. 5. REINFORCEMENT IN WALLS AND BASE SHALL BE 3' FROM THE SIDE EXPOSED TO EARTH. REINFORCEMENT IN TOP SLAB SHALL BE 1 1/2' CLEAR. 3'6" WARPED GUTTER TOP OF CURB•m 8 C 8.5 WITH 1 1/2 DIA MOLE IN CENTER —EXTEND CHANNEL TO OUTSIDE\ EDGE OF WALL DETAIL "A" e BARS I� i BARS ;4 BARS *4 BARS - Q" O.0 BOTHWAYS SECTION A -A 4.0" 3' 6 GUTTER WARPED • DEPRESSED D GUTTER NORAIAL _ 31/4' ALTERED FLOALINE FLOWLINE SECTION B-B (REINFORCEMENT NOT SHOWN) Y owner-ic U.0 BOTHWAYS SECTION C-C CONCRETE SIDEWALK CULVERT FOR DRIVE -OVER CURB, GUTTER AND WALK CITY OF FORT COLLINS, COLORADO ENGINEERING SERVICES UNIT APPROVED BY: / DATE: REVISIONS: AMM I 14 C\ J Mm2� M��iIJm y® V 1 1� m h o 2 ¢ a a t Wh O Y i4 3i N =¢ o 20 N L t 2 W U y uh 32 W O J Q M1� i U 00 ¢ U U N Q4 Om W � mU N? 4 2 o W2 YZ U U h3N W04 yW ¢p p V U 0 N pm¢ OK C Q W y V mm W � iWW Op kW C ¢xx �C42W oz � � 2 F4m � Qm 3 (n Q W Z NL--I N 1 ^ 17 N \\ N W \ Z Li n w � I n l`lf h 1 n N_ w N Y O W Z 14 /24 . HEAVY DENVER COVER BY MACLEAR OR APPROVED EQUAL 3' 0" 5' O' 3' O" �J b a n B o lV IF 6" THICK SIDEWALK I- - _ _ _ _ _ (TYPICAL BOTH SIDES) BACK OF CURB WARPED CURB B GUTTER (TYPICAL 141, SEE DETAIL A" FLOWUNE BOTH SIDES) 4'0" OPENING r A--wJ PLAN VIEW 8[115 FLUSH II/2"R *k BAR WITH CURB I "—I"LEG I�•� G FACE . 4 N 4,1 ro A 4• - S BAR 1 1/2' PIPE SPACER ' AND 11/4' LOCK NUT 44 A 0 O F' 1 1/4" DIA x 24" GALV W STEE4 ROD -THREADED o •` 31/2AT TOP p W W 3"x 3% 3/8" PLATE I CURB FACE ASSEMBLY DETAIL GENERAL NOTES: 1. SEE D-7b FOR REINFORCEMENT. Ir 2. FLOOR OF INLET SHALL BE SHAPED WITH ADDITIONAL CONCRETE TO FORM INVERT TO PIPE CONNECTIONS. Q3. MANHOLE RUNGS SHALL BE REQUIRED FOR INLET HEIGHTS 41AND GREATER. 9A 4. SIDEWALK SHALL BE 6' THICK FOR 3' O' ON EITHER SIDE OF INLET. 5. TOP SLAB OF INLET SHALL BE SLOPED TO MATCH SIDEWALK. SEE D-6. 6. EXPOSED STEEL SHALL BE GALVANIZED IN ACCORDANCE WITH AASHTO M-111 1 2'0" 4' 6" 1 _j _ T SEE CURB FACE T ASSEMBLY DETAI MANHOLE • RUNG S-12"QC. i 1% SLOPE FOR � DRAINAGE SECTION A -A 3' 6'.' 4' O" 3' 6" 1 GUTTER DEPRESSED GUTTER WARPED GUTTER NORMAL_ 1 -ALTERED FLOWL INE ;` FLOWLINE 6" 6'' 2'6" MINIMUM w o (UNLESS SQUASH PIPE IS USED) ¢s W 1% SLOPE x a FOR � DRAINAGE r SECTION B-B EXTEND CHANNEL TO OUTSIDE EDGE OF WALL i DETAIL "A" CURB INLET - 4' OPENING FOR VERTICAL CURB & GUTTER CITY OF FORT COLLINS, COLORADO ENGINEERING SERVICES UNIT API>ROVED BY: DATE: ,31(f 1k4 REVISIONS: ®-7a ���� �'� wool �y •. .��uu�■■503 FFLOWLINE 402 03 8 C M5 WITH I V2" I 407 DIA. HOLE IN CENTER 408 SECTION A -A 5' 0" 3'0" 1 10" A� '0� 2,6, 2.0" 1'0.. PLAN VIEW 4, 1 #4 ANCHORS TABLE I BAR LIST FOR CURB INLET MARK DIA OC TYPE NO LENGTH IN. NG RED D. 401 8" II 4 3' 10' 402 12" M' V 10'• 403 12' 3Y' 6 7 4 404 1/2" 12" II 14 ' 405 12" m: 3 2' 406 12" 31 4 ?jE 407 12" II 2 9' 0" 408 12" ME 4 3'4" 501 5 /8" 9" Ir 2 9' 0" 502 S/8" 9" II 1 4'8" 503 5/8" 6" 3L 1 9'0" 504 S/8" 6" II 2 4 e" 601 3/4" — ffi 1 8'10" LENGTH TYPE a ' Straight 404 404 405 405 TYPE 3II 402 I SECTION 6-13 1a1' I TYPE ]Y 1 "$1 TABLE 2 U QUANTITIES VARIABLE WITH HEIGHT 8 C 1 S' O" 4010114 I/2" 24" — 2 1-6" VARIABLE WITH HEIGHT, REFER TO TABLE 2. 29" TYPE'YII I Bent TYPE 32Tff .�Q Loop BAR BENDING DIAGRAM NO REO O LENGTH C Y LB H CONC STEEL 402 405 404 406 3 6 10 6 3 2 2 1 2 7 219 4' O" 12 8 3' 8" 2' 7" 2.8 240 4' G" 12 8 4' 2" 3' 1" 30 246 5' 0" 14 10 4' 8" V 7" 3.1 266 5' 6" 14 10 5'2" 4' 1" 33 272 6'0" 16 12 S'B" 4'7" 3.5 293 6' 6" 16 12 fi 2" S' I" 3b 299 7'O" 18 14 6'8" S'7" 3B 320 Y 6" I8 14 7' 2" 6' I" 39 326 d O" 20 16 Y 8" 6" 7" 41 347 8'6" 20 16 d2" 7'I" 42 353 9'O" 22 IB e'd' 7'7" 44 373 9'6" 22 18 9'2" s.1" 46 379 10'O" 24 20 9'8" e'T 4.7 400 (DIMENSIONS ARE OUT CURB INLET - 4' OPENING TO OUT OF BAR) FOR VERTICAL CURB & GUTTER GENERAL NOTES: (REINFORCEMENT) 1. QUANTITIES INCLUDE VOLUMES OCCUPIED BY CITY OF FORT COLLINS. COLORADO , PIPES. STRUCTURAL STEEL AND REINFORCEMENT AROUND PIPES ARE NOT INCLUDED. ENGINEERING SERVICES UNIT 2. KEY JOINTS WHERE WALLS CONNECT TO APPROVED BY: TOP SLAB AND BASE. 3. REINFORCEMENT IN WALLS AND BASE SHALL BE DATE: 3' FROM THE SIDES EXPOSED TO EARTH. REVISIONS: REINFORCEMENT IN TOP SLAB SHALL BE ®m�� 1 1/2' CLEAR. 1 II I 0 Hi H1 R a O0601 PAYMENT BOND Bond No 791812 KNOW ALL MEN BY THESE PRESENTS that (Firm) VOGEL CONCRETE, INC. (Address)1313 Blue Spruce Drive, Suite B, Fort Collins, Colorado 80524 (�rc6rrds xl�a4 , I?�ts�erzhro, (a Corporation), hereinafter referred to as "the Principal", and (Firm) INLAND INSURANCE COMPANY (Address) P.O. Box 80468 Lincoln, Nebraska 68501 hereinafter referred to as "the Surety", a corporation authorized to do business in the State of Colorado, are held and firmly bound unto the City of Fort Collins, 300 West LaPorte Avenue, Post Office Box 580, Fort Collins, Colorado 80522, a Municipal Corporation, hereinafter referred Seven Hundred Seventy Thousand Nine to as "the Owner," in the penal sum of Hundred Fiftv and 18/100 ($770,950.18) in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, successors and assigns, jointly and severally, firmly by these presents THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a certain Construction Agreement with the Owner, dated the 30th day of March 2001 , a copy of which is hereto attached and made a part hereof for the performance of City of Fort Collins, 2001 Concrete Project, Phase II, Bid No. 5522, City of Fort Collins, Colorado NOW, THEREFORE, if the Principal shall make payment to all persons, firms, subcontractors and corporations furnishing materials for or performing labor in the prosecution of the work provided for in such Construction Agreement, and any authorized extension or R Page 1 of 3 C A--*J PLAN VIEW TABLE I RAP LIST RJR CIIRR IN FT NARK DIAL OC TYPE NO LENGTH IH 33%aw. REQ D 402 12" ID: ',IE 7' 10" 404 12" a 14 91f 406 12" a 4 407 1/2" 12" a 2 9'0" 409 B" a 4 3. 4" 410 12 3C 6 .6 10" 411 12 3L ilE- 2' e" 412 12" M: 4 3' e" 501 9" a 2 9' 0" 9" 3L6 a 1 9'd6 3L 1 4 B" Z15 — 3IIIL 1 8' 10" SECTION A -A SECTION B-B TYPE.1 UIf TABLE 2 f. 42• .{ QUANTITIES VARIABLE WITH HEIGHT I S'0" 24" — 2 I'6" i1E VARIABLE WITH HEIGHT, REFER —� TO TABLE 2. 9 TYPE �- Bent y� TYPE Loop BAR BENDING DIAGRAMS NO REDO LENGTH CY, LB. H CONC STEEL 402 1 405 404 1 406 3' 6" 10 6 3'2" 2' 1" 25 210 4 O" 12 8 3'8" 2'7" 2.6 230 4'6" 12 8 4 2" 3' I" 2P 236 S' O " 14 10 4' Ef' 3' 7" 29 256 ;'6" 14 10 5'2 4' 1" & 1 262 6' 0" 16 12 68" 4 7' 32 282 6' 6" 16 12 6' 2" S' 1" 3R 288 7"0" is 14 6'g' 5'7" 35 308 7' S' 18 14 7' 2" 6' 1" 37 314 O" 20 1 16 7' 8" 6'7" 38 354 8'6" 20 16 6' 2" 7' I" 40 340 9'0" 22 IB Of If I 7'7" 41 360 9'6" 22 IB 9'2" B' I" 43 3% Id0" 24 20 9'8" B'7" 44 386 (DIMENSIONS ARE OUT CURB INLET - 4' OPENING FOR TO OUT OF BAR) DRIVE -OVER CURB & GUTTER GENERAL NOTES: (REINFORCEMENT) 1. OUANTITIES INCLUDE VOLUMES OCCUPIED BY CITY OF FORT COLLINS, COLORADO PIPES. STRUCTURAL STEEL AND REINFORCEMENT AROUND PIPES ARE NOT INCLUDED. ENGINEERING SERVICES UNIT 2. KEY JOINTS WHERE WALLS CONNECT TO TOP SLAB AND BASE. APPROVED BY: 3. REINFORCEMENT IN WALLS AND BASE SHALL BE DATE: 3 4 3' FROM THE SIDES EXPOSED TO EARTH. REVISIONS" REINFORCEMENT M TOP SLAB SHALL BE ,�� 1 1/2' CLEAR. ®-8b A G" STEEL DECK RING WITH 24 HEAVY DENVER COVER BY YACLEAR OR APPROVED EQUAL 3' 0" 3' O" 3' 0" 2 4" 4' 0" SEE CURB ` 6" THICK FACE SIDEWALK ASSEMB o (BOTH SIDES) DETAIL ' ' ,r MANHOLE •i 6" TOP OF , • RUNGS-12"QC B 1 CURB B 1% SLOPE FOR _ — :DRNAGE ` / I SEE DETAIL `� �- •rL WARPED CURB a "p" FLOWLINE GUTTER (TYPICAL ' BOTH SIDES) to 4'0" OPENING T t 1110.. T �1 SECTION A —A A PLAN VIEW 3'6" 4 d' 6" WARPED GUTTER DEPRESSED GUTTER WARPED GUTTER BE 8.5 FLUSH 11/2"R #4 BAR TOP OF CURB WITH CURB \ I "-I EG FACE Is" LONG v ' v ,Q NORMAL ALTERED N 40 FLOWLINE FLOWLINE 10 _ jj 9 16"' •fi, 2'6" MINIMUM -- - I I/2PIPS SPACER I (UNLESS PIPE IS USED) H ' AND I 1/4' LOCK NUT C= 21 �2 m v 2 G . S LOPE FOR DRAINAGE I V4" DIA x 24" GALV w STEEL ROD -THREADED 1O - G 3 1/2"AT TOP `s = 1 4" SECTION B—B 3"x3"x 3/B" PLATE - WAIL EXTEND CHANNEL TO OUTSIDE EDGE OF WALL RAD 3' 1 CURB FACE ASSEMBLY DETAIL GENERAL NOTES: DETAIL "A" I. SEE D-Bb FOR REINFORCEMENT. CURB INLET - 4' OPENING 2. FLOOR OF INLET SHALL BE SHAPED WITH FOR ADDITIONAL CONCRETE TO FORM INVERT DRIVE -OVER CURB & GUTTER TO PIPE CONRUN. CITY OF FORT COLLINS, COLORADO 3. MANHOLE RUNGSGS SHALL BE REQUIRED FOR INLET HEIGHTS 41AND GREATER. ENGINEERING SERVICES UNIT 4. SIDEWALK SHALL BE B' THICK FOR 310' ON EITHER SIDE OF INLET. APPROVED BY: S. TOP SLAB OF INLET SHALL BE SLOPED TO DATE: ,3 MATCH SIDEWALK. SEE D-B. REVISIONS: S. EXPOSED STEEL SHALL BE GALVANIZED IN �� pv a ACCORDANCE WITH AASHTO M-111. 1t2"mbar anchors rehar rehar 1-2;rx112 m, A L2112"x 2112'x ,I1R"x32" rcbar — � - 4 4 J----Warp de gqutter grade 24" \ � each sidea of mTet to meet Curb , \ —I� — t' —�+ 11 / _ grade of NI —1— — + -- 1 •'4-- ormalT -- — --Normal gqutter 2- 1/2"0 I CNrade at I L. P �--3 ill' grade of oulsde �!d9e rtYaar - back of " Frae r m 1 0 Gutter Standard walk. I a `Standard curb 1 11 M ° I line + 2-112"4) retmr5 v od 23" 3_� 0 i - h i6• 6"� 4 3-1/2"m reters M •� a 12'OC 6 A 6• # I PLAN VI EW �� Slope 1•per ft to outlet nts T � 1 N iv 114" sterl angle 3-1/2rm rebeara N (welded corners) 12'0C mmmomw Az ab S 1 �i A -A — n s NOTE A 12� transition, centered on the CB, --�L� ? 112• lab I snail be constructed — 28 —+1 All reinforcing steel 5411 FRAME be Grade 40 nts CATCH BASIN DETAILS (DRIVE- OVER CURB, GUTTER N SIDEWALK) �!2'_ —� 4001, 1 5 -012 91 by CITY OF FORT COLLIN5 COLORADO Maclear orapproved equal GRATE ENGINEERING DIVISION PAPPROVED: n s JOINT SEALER (1YP) A REPLACING CONCRETE PAVEMENT 3' MINIMUM urLninu iu nL 31KHIU"l AND THROUGH ENTIRE PAVEMENT DEPTH. NOTES1 I, EXISTING PAVEMENT SHALL BE SAW CUT TO OBTAIN A STRAIGHT AND NEAT EDGE FOR PAVING. SAW CUT SHALL BE MADE PRIOR TO PAVING AFTER BACKFILL TO BOTTOM OF NEW PAVEMENT, 2, ALL SEAMS BETWEEN NEW AND EXISTING PAVEMENT SHALL BE SEALED WITH AN ASPHALT FILLER COMPOUND OR APPROVED EQUAL, 3, TOP OF NEW CONCRETE SHALL BE EVEN WITH EXISTING CONCRETE PAVEMENT, 4. THE CONCRETE SHALL BE CONSOLIDATED WITH A MECHANICAL VIBRATOR, 5, ALL CONSTRUCTION JOINTS SHALL BE DOWELED EXCEPT FOR EXPANSION JOINTS AND JOINTS ALONG EXISTING CURB AND GUTTER. 1/0' TO I/4' cob A -A PAVING SURFACE 15 REBAR 12' D.C. �d—j IELOW FINISH ELEVATION SEALANT ACKER ROD . , . . . , . , . , . , , . , , f , . , f , f , . . SECTION 03500 PROJECT MAPS City of Fort Collins 2001 Concrete Project Phase II — Bid No 5522 As described in Section 02500 Quantity Estimate Arbor Area* Swallow Area* Coal Bank Area E Stuart Area* Locust Area Saturn Area Whalers Area New Bedford Area Lake Area Drake Road *The Followuig Arear/Locahons shall be completed as pat t of the 2001 Fall program Arbor Area t E Swallow Road — South College Avenue to South Lemay Avenue Stuart Street — South College Avenue to Stover Street Stover Street — Stuart Street to Prospect Road ri C I a I I I`tl 0 I I I x s, a"I q a ! yl_ dig%` �. ,—_frW _________i_____I —_{--- TIC .J �srra.�i a ntar ama_ 1. _L ux.12 1 eradi_q_�� t of V p E AN d R a ?.y° ,�* _Pua P� �RPxline , W s ��- M , P al yy3 lo.nnnon °Ki q t E la _Z1_� 8 q�eker i �OWC� hYe LD—na, B mm Or c'S� ,tk �Q �%a,varr °� I �I cP"1\u1 °arJw�l� --��"' 9�b�¢O ��9k q Sa _ d Arbor Area MaNI. Cy _.� - < a F/ 61 s 0 putt Pa.a}7v simknp Si _ a AA E a Gr<at Pbms q F211ar°1 �r Ic ip Petn'sv�l}, £� $ u aauema�-noNmen '` 0€3 �, €e ppp NU q PMlim Ln a, Grany° Pq°P e a FP` a 3 •,S a o / 'C l �s\ �m zl` y yA k9° \ .mPo— W Hammy O Hammy REWeY _ - __ $k aa� S WootllaM-1= Hama YRtle x 1e.aa �o al 1 St _ Paime,. 9 "' o, 9 �0 8C Rmm;Id (N psw� I s.nem.a ' Haag 4 i -- s w l l Ci al m_r.a..ar yn ._— W°otletl hMfoN� 1 Pi Ln � � `e�eOt ¢a6 Creek Ct P9ltvtl 0Pao.bE 0 P biy 0 xa �. .Nypa CI �� EI ,4 Cl IC Q _�. — iR aio ; oo` t 3'� I Q • s� Ra _ ❑_ `4 6/4 I 1 2v 'I i g_Q .'Iv sal_ �_Pn`"-'i ?�-:6 COL �mo 5 Ham' G,o� i �$ v @yam �lr' ♦ woo Ot $Q� Gq eii�l tEP � F°as1 4�a 9/4're Po.ml CH ak Dr_ __1_—___ _._ 7 - �wvi I H.... �\s q tl e m`_Sm.k.r -st Saturn Area \4 Wlkrwar—!t u W Du — a_ ^ n la or m' u scam nr 6i d gl U_Sky ,OIr Skyway IX Q iQ 6 I Thunderbird Dr °� underd��L .� Im ¢ Heather or W AdIn BL �� oil / la ' so-OCVI �I Mae a_n O SY 17 -- SL Del Claa R, a m Oxford Ln +v15 W 4w,' W I Creger Dr 3}e Ct— l \,South mo �� Gil = 1 °' o i Dr p Oe d' _ _Linde 'i S�- v� H� Gt Vall Rd I, E 1 4Q' %__ L_ \ 1 aCY Cemelot_� I E Svaibw Rd-- u la I Sw � � � Perkvlew �� i vu c 4 I Park {:Swallow Area 06 E � 1 'I 4i o o n 8 o ! re I wl , Lawa4Co EsLLti Oxbomugh�__ Ln '— c12 OI 2 � o` a _ o $I_ ce„l�¢� p °eae tQ m ml�Gi w 0' IW S( S[retb°rovgh Ln Cobblestone O°ff ,y S/ h _—SPnnw °op o' O BS r I Cammse 5 st t5f g a I Leawood II Jnro �� Ave Mansfield Dr L ry -., F %?R Green Gable6 Lydney F Dr )6 / , II ..� O` a�a. a,a %�—�Calabases Ct I feAd D Tucway sf ka pw� mS m =ram ° oI = o Oakmont Gt� CL VOO Dt \ZG, W 3i YI 3 C, I _ m Kingston Di m Bent TreeJ_ L (1 ¢ I Faraday — --�— - --- — -- ------I E Horsetooth Rd ------- Y / OnR Gy ,fie M i La ndin9 `m " Dr, hv°p d."D\- ,Ee ine Ip Po E DI. � eked Ali qi Sptoo „a ,ID New Vyr'WTY 1�. I ae<r_n1U Dr �--- � �) CL ate tef U/ „O Whalers Irea Wh.Lt E IX �i Cpq Qf 4 W Way . q�e ro / cr ANO O G 2 eat ,OW nde row Na ' ./ a !r d� TaR Ylon to ^✓�'�_- P. % Ci' �ss pP¢0' \ 4b',o of �b v°yatacm � \ rb 4 C C" Ca Cod m , manta Carla Dr I II FO Ha 3� I -'Oaf''-RI d9e 0 I C C I I __ of a rvwIoeny ai U I of I— - J— E Mylrtle St �— UI-----r� I Locust Area' i -- E- -Laurel St - - ------ - c wl in —-- �_ -Ease.00 m Old -- -- - - - - - E PI m St I Main -- -- - Dr - — o' Or I > ° > O _ �\ 0� d E ocust St � - -- — --Y�0 -�i� 0 E Elizabeth St -- u)I - — ---- p` "K N St m - - kin Dr St �- -- --- - � Buckeye St m NI East Lake Prospect Ct I Johnson Dr Garfield St d Edwards St r - --1 - -3: I E_ -Pdlan St j _ c h BL St a d�Garfield _ _—T— _ I I� �a <V' -S dh'8rps y Buc kq m� —St o IFS. ° in I Nre �i LuI E Prospect Rd I iic 'I c y Deines a in Ct o East Stuart Area d Parker-- rn dLo' a aI h U _—� w _ — d _ �T---- _ _ -14 WCD Alpert r� Jr c AI ert Ave i c`o Ct E Ct `o <v d' �I p U --- c E Stuart St --- — -I - --- -r--- - - - �- --- - ml herokee > Ch Sprang Park Dr �I eys?ne- m Cheyenne p n - QI >1 �i U)I - ---� ---EI Maple St o}- J, U) Zi Z wo o o�o , W ILive St U) I, in u, St 3 U I cn - - --------i ---W i - --- --- W I I Tnn r c� i ��- --- -Old---- J Main LI N I u I u �3 N K V F1 I $ _Bennett Rd 3 Fay<� W Lake % i - -- -- ----- -- -- i m s Nets i age a� ul \ _ j Ve park St o EdgeIaood �herd9 2 ea Ct N -Ckacresk Spring �N°o� Creek o\ Ln i Fre ed , j O< —�--Wuit%eld ?I� Sunden Dr — nc e a oa� N N L U) Dr `�kf ee -- I Drake Road W Drake Rd Haven Dr_� _Glen �, L mi p \ Davidson Dr Ot i m1`warnes a West Lake Area Ct W Prospect Rd h 61 Balsam LnCL Oc O� N _j umpei Ln Dbbd St nL —J Birky PI --- Co SheelyDr___ b aii � aster .egberg_____Dr --- a U L �z Gilgaic Way `tea' �' Wind Tract Porld R Hi\\- ,,Gdgalatl Way -- + M, rmer e--- - Cir, Ct _ --Shrre Cfhe °Oa 0 0 � c N J c'I _WagonwheIel Dr _ 0 mI Winchester Dr pJ o—-- i i *s modi�ication thereof, including all amounts due for materials, lubricants, repairs on machinery, equipment and tools, consumed, rented or used in connection with the construction of such work, P1 and all insurance premiums on said work, and for all labor, performed in such work whether by subcontractor or otherwise, then this obligation shall be void, otherwise to remain in full force and t _ effect. PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Construction Agreement or to the work to be performed thereunder or the specifications accompanying the same shall in any way affect its obligation on this bond; and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Construction Agreement or ato the work or to the specifications. PROVIDED, FURTHER, that no final settlement between the Owner and the Contractor shall abridge the right of any beneficiary hereunder, whose claim sl! may be unsatisfied. four IN WITNESS WHEREOF, this instrument is executed in this counterparts, each one of which shall be deemed an original, this 6th day of April , 2001, M 0 I IN PRESENCE OF . �•rbin.r:�a,uu•�• Principal VOGEL CONCRETE, INC. By:� �O�o (Title) 1313 Blue Soruce Drive, Suite B, (Address) Fort Collins, Colorado 80524 Other Partners Page 2 of 3 ery5t— r Doctors Lane Area BuckeyeSt 1 d� xla Q Like 5}i — IRtl---- Rtl I i o Riverside Area I ese,Ert st /Nenvootl Or 8 �G�}��Ste % 3t on s,e l N,egHJvI�Osprey a 1 prkwaea Dr _ _ � - 1 / eottonyo �. a iS qy `I / 0 Wood � �� �• A� � � hallµ. to HeaMerootl ,� e C^ ,ob, larded m� RalWgrgatl A%Y / Ln i _ E _Dak_e_Rd m q -,o xl tilU 4 /'C m w 0' EL._ lOr \� rya 0 8 Lam Lq°�2 W bsU aiii Q E � Oxbo ughLn r 's 81ago _ 2 Ce,» _)"�Ra S sfto ugh Ln&�rtf IShernootl '� Cobblestone Ct y 0 c t y pr J —ln —__ rI pnniw_ omm I --I Camrosa�J $ a 6 — o) Lleawoo0 % _ ( WatarrorE Ln_ —i Pecos PI o` 2 Sorwra _ — n I Connecheut 0 m Miapomt Or E Drake Rd Coal Bank Drive hem tam Rea, ClRed oud �___I Q Ct . I Maroon `1 9p Bear��� IX dk Goo wnlow slUto Stang �� Jewelstorc L' ai 'aCl" O I I Q O I E Willox-L_n- Blue Spruce Area >, ¢I o' V Z i _-Bnstlecone Dr Hibdon Ct i Conifer St OT (P N 001 a7 oa -� --r — a � Brambly .� lap- _ 1 U Grouse ( Peregrine Ini Run t m CO � F NI l m' U o } Sitka � St Conifer St Lupine Or Yarrow Cir - U) [Spurge c v Cir rysi Pinion o �� (P 79 u�i St 3 ^p ii �e` A� Alpine ff a° z St I 1 East Vine Drive I _E Vine Dr _ QLinden Center m Dr � I I � e Buckingham St - I II I I LoganlAve 65i--- U)1 0 IN ;PRESENCE OF N/A N/A IN PRESENCE OF. Debbie A. Haslam .SEAL) By N/A By N/A By N/A Surety INLAND INSURANCE COMPAYY By % l� . _. Attorney-m-Fact Celeste T. Moore -Helms 1312 E. Nichols Ave., Littleton, Colorado 80122 (Address) Date of Bond must not be prior to date of Construction Agreement. If Contractor is Partnership, all partners should execute Bond. MCDCM 1a k ion Covf»wiEs Post Office Boy 469000 / Dam ec, CO 80246.9000 (303) 753-2000 / hx (303) 753,2099 Page 3 of 3 Vogel Concrete 1 313 Blue Spruce Dr Ft Collins co John Stevens City of Ft Collins Purchasing 256 W Mountain Av Ft Collins Co 80521 Dear Mr Stevens, This letter is a request for a cost of living increase concerning the renewal of Concrete Project -Phase Two Bid #5522 Vogel Concrete is requesting a price increase of 3 50% on all line items Although our accounting is not sophisticated enough to show the exact effect on each item, 1 believe the increases in our two largest cost justify the increase Concrete cost has risen from $62 50 on Aug 2000 to $65 50 on Jan 2000,a 4 8% increase Road base has risen, (excluding delivery and environmental fees) from $5 25 in Aug 2000 to $5 85 in Jan 2001,an 11 4% increase Detsel road fuel has risen from $1 28 Jan 2000 to $163 9 in Jan 2001 Also a cost of Irving increase was given to employees of approximately 50 per hour on wages ranging from $12 to $23 dollars per hour a 2 94% increase Enclosed you will find cost increase notices for concrete and road base Fuel cost came from Brad at Team Petroliem, 482-2555 The City is our most valued customer so please call if with any questions or further verification 'ii/jpc/�/ rely Dan Vogel INLAND INSURANCE COMPANY Lincoln, Nebraska POWER OF A 7ORNEY f� KNOW ALL MEN BY THESE PRESENTS That the INLAND INSURANCE COMPANY, a corporation of the State of Nebraska having its principal office in the City of Lincoln, Nebraska, pursuant to the following Bylaw, which was adopted by the Board of Directors of the said Company on July 23, Net, to wit "Article V-Secton 6 RESIDENT OFFICERS AND ATTORNEYS -IN -FACT The President or any Vice President, acting with any Secretary or Assistant Secretary, shall have the authonty to appoint Resident Vice Presidents and Attomeys-In-Fact, with the power and authonty to sign, execute, acknowledge and deliver on its behalf, as Surety Any and all undertakings of suretyship and to affix thereto the corporate seal of the corporation The President or any Vice President, acting with any Secretary or Assistant Secretary, shall also have the authority to remove and revoke the authority of any such appointee at any time " does hereby make i onsutute and appoint I'In WILLIAM M. O'CONNELL, JR. OR SARAH FINN OR SUE WOOD OR SHELLEY CZAJKOWSKI OR UU99 DEBBIE POPPE OR CELESTE T. MOORE—HELMS OR DEBBIE A. HASLAM, DENVER, COLORADO p im true and lawful Attomcy(s)-m-Fact, to make, execute, seal and deliver for and on its behalf, as Surety Any and all undertakings of suretyship And the execution of such bonds or undertakings in pursuance of these presents, shall be as; binding upon said Company, as fully and amply, to all intents and purposes, as if they had been duly executed and acknowledged by the regularly elected otffcers of the Company at its offices in Lincoln, Nebraska, in their own persons The following Resolution was adopted at the Regular Meeting of the Board of Directors of the INLAND INSURANCE COMPANY, held on July 23, 1981 "RESOLVED, T'tat the signatures of officers of the Company and the seal of the Company may be affixed by fsesirrule to any Power of Attorney executed in accordance with Artcle VSection 6 of the Company Bylaws and that any such Power of Attorney bearing such facsimile signatures, including the facsimile signature of a certifying Assistant Secretary and facsimile seal shall be valid and binding upon the Company with respect to any bond, undertaking or contract of suretyship to which nits s� attached " All authority hereby conferred shall remain in full force and effect until terminated by the Company IN WITNESS WHEREOF, INLAND INSURANCE COMPANY has caused these presents to be signed by its Vice President and its corporate seal to be hereunto affixed this 21_ day of JUNE , 20 00 m INLAND INSURANCE COMPANY a " t r y/ ��t/ry,/Jt 1—,ty (:OIPOAAtE i{j Secretary \ By Vice President ,re JS�ll State of Nebraska ) x ) ss County of Lancaster ) I, On this 21 _ day of JUNE , 20 00 , before rite personally came Robert L Pnven, to me known, who being by mo duly sworn, did depose ail and say that (s)he resides in the County of Seward, State of Nebraska, that (s)he is the Vice President of the INLAND INSURANCE COMPANY, the corporation described in and which executed the above instrument, that (s)he knows the seal of the said corporation, that the seal affixed to the said instrument is such corporate seal, that it was so affixed by orderof the Board of Directors of said corporation, that (s)he signed (his) (her) name by like order, and that Bylaw, Article V-Section 6, adopted by the Board of Directors of said Company, referred to in the preceding instrument, is now in force II GENERAL NOTARY -State of Nebraska CHERYLA. BROWN My COMM EV Aprn 12, 2003 My Commission Expires April 12, 2003 Notary Public 1, Jeanne Betio, Assn,taru Secretary of INLAND INSURANCE COMPANY, do hereby certify that the above'andlforcgomg`n�s emir and,toriect copy of a Power of Attorney executed by sand INLAND INSURANCE COMPANY, which its still m lull torte and effect . ,d 1 t 1L !d Signed and scaled at the City of Lincoln, Nebraska this 6th day of April .20 011'- t '•• •�''•.•., ,w'�9,$p.;+` v ssis t Secretary y cretary - liL Il ft d' EI 1.1 U1 0 A O-R& CERTIFICATE OF LIABILITY INSURANCE 10/13//00 A PRODUCER 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 INSURERS AFFORDING COVERAGE INSURED INSURERA PinnaCol Assurance Vogel Concrete Inc INSURER B 1313 Blue Spruce Dr #B INSURER Fort Collins, CO 80524 I INSURER 0 I INSURER E COVERAGES F('rC.li r' THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED"NOTWFFHSTANDING 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 INS— LTgI TYPE OF INSURANCE POLICYNUMBER POLICY EFFECTIVE OA M I /YYI1 POLICY EXPIRATION DATE(MMIUDIYYI LIMITS GENERALLIABILITY EACH OCCURRENCE I$ FIRF DAMAGE (Any one lee $ COMMERCIAL 3ENERAL LIABILITY I CLAIMS WADED OCCUR MED EXP(Any one person) $ PERSONAL B ADV INJURY $ _ GENERAL AGGREGATE $ _ GEN L AGGREGATE LIMITAPPLIES PER PRODUCTS-COMP/OPAGG $ POLICVI PRO LOC AUTOMOBILE LIABILITY ANYAUTO COMBINED SINGLE LIMIT (Eaacm dent) $ BODILY INJURY (Per person) $ ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY (PeracciEent) $ HIRED AUTOS NON -OWNED AUTOS PROPERTY DAMAGE (Per accident) $ GARAGE LIABIUT`I AUTO ONLY -EA ACCIDENT $ OTHER THAN EA ACC Y _ ANYAUTO $ AUTO ONLY AGG EXCESS LIABILITY EACH OCCURRENCE $ OCCUR ] CLAIMS MADE AGGREGATE $ Is S DEDUCTIBLE $ RETENTION $ A I WORI(ERSCOMPENSATION AND _ 2086850 10/01/00 07/01/01 I X II�A`LLIA[vjp-S EH EMPLOYERS'LIABILITY EL EACH ACCIDENT $100, 000 E L DISEASE EAEMPLOYEE1 $100 000 E L DISEASE POLICYLIMITi s500 000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS AD DE D BY ENDORSEMENTISPECIAL PROVISIONS City of Ft Collins Purchasing Dept Attn. Jan 256 W Mountain Fort Collins, CO 80521 SHOULD ANYOFTHE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATIOI DATETHEREOF,THE ISSUING INSURER W I LL EN DEAVORTO MAI L3.0— DAYS WRITTEI NOTICETOTHE CERTIFICATE H70 hERNAMEDTOTHE LEFT, BUTFAILURE TODD SOSHALL IMPOSE NO OBLIGATION ORf[I/ABILITY OF ANYK� UPON THE INSURER,ITS AGENTS OI AUTHORIZED oACORD2S.S(7197)1 of 2 #S166520/M166508 © ACORD CORPORATION 1f j CERTIFICATE OF LIABILITY INSURANCE �j American Family Insurance Company ❑ American Family Mutual Insurance Company if selection box is not checked 6000 American Pky Madison Wisconsin 53783-0001 y Agent's Name, Address and Phone Number (Agt /Dist) Insured's Name and Address rr1, " �d G� Harold F Lee Agency (127-305) Vogel Concrete Inc 6C H 2600 S Parker Rd #1-117 1313 Blue Spruce Dr B Aurora, CO 80014 Ft Collins, CO 80524 303-695-1040 This certificate is issued as a matter of information only and confers no rights upon the Certificate Holder inn Th,c-arfifirnto dnac not amend_ extend or alter the coveraoe afforded by the nolicies Ireted helnw COVERAGES Li'- L� <=l1is° .u" iPi'fRiG.Stimti°i,`y-"'v'�i`=x'i�+i6i,;tie i.i,:G4t� S"pi '�yr•,'�, �,et 3,-^wddp,;`F.rz :o This is to certify that policies of insurance listed below have been issued to the insured named above for the policy period indicated notwithstanding any requirement term or oondrtion 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 POLICY TYPE TYPE OF INSURANCE POLICY NUMBER LIMITS OF LIABILITY Effective Expiration (Mo Day,Yr) (Mo Day,Yr) Homeowners/ Bodily Injury and Property Damage Mobilehomeowners Liability Each Occurrence Boatowners Liability Bodily Injury and Property Damage Each Occurrence Personal Umbrella Liability Bodily Injury and Property Damage Each Occurrence FarmlRanch Liability Farm & Personal Liability Each Occurrence Farm Employer's Liability Each Occurrence Statutory Workers Compensation and Each Accident Employers Liability + Disease - Each Employee Disease - Policy Limit General Liability General Aggregate $ 2,000,000 ® Commercial General 05-X60979 1/1/2001 1/1/2002 Products - Completed Operations Aggregate $ 2,000,000 Liability (occurrence) Personal and Advertising Injury $1,000,000 ❑ Each Occurrence S1,000,000 ❑ Fire Damage (Any One Fire) S 100,000 Medical Expense (Any One Person) $ 5,000 ;a Busmessowners Liability Each Occurrence ++ Aggregate + + Automobile Liability Bodily Injury - Each Person $ 1,000,000 ® Owned Autos (Basic form) 05-X60979 1/1/2001 1/1/2002 Bodily Injury - Each Accident $ 1,000,000 �) ❑ Owned Autos (Comp form) Property Damage $ 1 000 000 ®Hired Autos ® Non -owned Autos Bodily Injury & Property Damage Combined a ❑ Garage liability tt ❑ Excess Liability ❑ Commercial Blanket Excess ❑ 05-X60979 1/1/2001 1/1/2002 Each Occurrence/Aggregate $1,000,000 t ? DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/RESTRICTIONS/SPECIAL ITEMS +The mdividuat or partners shown as Insured "' elected to be covered as employees under this policy + Products -Completed Operations aggregate is equal to each cccurrence limit and is included in policy aggregate }� CERTIFICATE HOLDER'S NAME AND ADDRESS r a ''f'`'` tCANCELL'ATION`14d ',',';,•' ; ir7 ,' r • ,t+; ,"; ® Should any of the above described policies be canceled before the City of Fort Collins expiration date thereof, the company will endeavor to mail'( 30 days) written Purchasing Department notice to the Certificate Holder named but failure to mail such notice shall :4 ATTN Jan impose no obligation or liability of any kind upon the company its agents or 256 W Mountain representatives '10 days unless different number of days shown Fort Collins, Co 80521 ® This codifies coverage on the date of issue only The above described policies are suoject to cancellation in conformity with their terms and by the laws of the state of issue DATE ISSUED AL}THGRIZED REPRES8NTAJy_V7 ril V ,, ", u v"io111n1­ - i,errurca[e "Gluier, wricb to services, Insured, Agent Stock No 06668 WE J K R SECTION 00535 CERTIFICATE OF SUBSTANTIAL COMPLETION TO CITY OF FORT COLLINS (OWNER) DATE OF SUBSTANTIAL COMPLETION PROJECT OR SPECIFIED PART SHALL INCLUDE PROJE CT TITLE 2001 CONCRETE PROJECT — PHASE II, BID NO 5522 LOCATION Fort Collins. Colorado OWNER City of Fort Collins CONTRACTOR CONTRACT DATE The Work performed under this contract has been inspected by authorized representatives of the OWNER, CONTRACTOR, and the ENGINEER and the project (or specified part of the project, as indicated above) is hereby declared to be substantially completed on the above date A tentative list of items to be completed or corrected is appended hereto This list may not be exhaustive, and the failure to include an item on it does not alter the responsibility of the CONTRACTOR to complete all the Work in accordance with the Contract Documents By By ENGINEER AUTHORIZED REPRESENTATIVE DATE a The CONTRACTOR accepts the above Certificate of Substantial Completion and agrees to complete and correct the items on the tentative list within the time indicated By aCONTRACTOR AUTHORIZED REPRESENTATIVE DATE The OWNER accepts the project or specified area of the project as substantially complete and will assume full possession of the protect or specified area of the project at 12 01 a m , on The responsibility for heat, utilities, security, and insurance under the Contract Documents shall be as set forth under "Remarks" below CITY OF FORT COLLINS, COLORADO By OWNER AUTHORIZED REPRESENTATIVE DATE n P SECTION 00640 CERTIFICATE OF FINAL ACCEPTANCE TO Gentlemen You are hereby notified that on the day of the City of Fort Collins, Colorado, has accepted the Work completed by for the City of Fort Collins protect, 2001 CONCRETE PROJECT — PHASE II, BID NO 5522 A check is attached hereto in the amount of ($ ) as Final Payment for all Work done, subject to the terms of the Contract Documents which are dated In conformance with the Contract Documents for this project, your obligations and guarantees will continue for the specified time from the following date Sincerely, OWNER City of Fort Collins By Title ATTEST Title _ F SECTION 00650 LIEN WAIVER RELEASE (CONTRACTOR) TO City of Fort Collins, Colorado (OWNER) FROM CONTRACTOR PROJECT 2001 CONCRETE PROJECT — PHASE 11, BID NO 5522 1 The CONTRACTOR acknowledges having received payment, except retainage from the OWNER for all work, labor, skill and material furnished, delivered and performed by the CONTRACTOR for the OWNER or for anyone in the construction, design, improvement, alteration, addition or repair of the above described project 2 In consideration of such payment and other good and valuable consideration, the receipt and adequacy of which are hereby acknowledged, the CONTRACTOR voluntarily waives all rights, claims V and hens, including but not limited to, mechanic's liens, Miller Act claims (40 U S C A 270 a and b), stop notices, equitable liens and labor and material bond rights which the CONTRACTOR may now or may afterward have, claim or assert for all and any work, labor, skill or materials furnished, delivered or performed for the construction, design, improvement, alteration, addition or repair of the ' above described project, against the OWNER or its officers, agents, employees or assigns, against any fund of or in the possession or control of the OWNER, against the project or against all land and the buildings on and appurtenances to the land improved by the project 3 The CONTRACTOR affirms that all work, labor and materials, furnished, delivered or performed to or for the construction, design, improvement, alteration, addition or repair of the protect were furnished, delivered or performed by the CONTRACTOR or its agents, employees, and servants, or by and through the CONTRACTOR by various Subcontractors or materialmen or their agents, employees and servants and further affirms the same have been paid in full and have released In full ' any and all existing or possible future mechanic's liens or rights or claims against the project or any funds in the OWNER'S possession or control concerning the project or against the OWNER or its 0 officers, agents, employees or assigns arising out of the project 4 The CONTRACTOR agrees to defend and hold harmless the OWNER, the lender, if any, and the Surety on the project against and from any claim hereinafter made by the CONTRACTOR'S Subcontractors, matenalmen, employees, servants, agents or assigns against the project or against the OWNER or its officers, employees, agents or assigns arising out of the project for all loss, damage and costs, including reasonable attorneys fees, incurred as a result of such claims 5 The parties acknowledge that the description of the project set forth above constitutes and adequate description of the property and improvements to which this Lien Waiver Release pertains It is further Q acknowledged that this Lien Waiver Release is for the benefit of and may be relied upon by the OWNER, the lender, if any, and Surety on any labor and material bonds for the project 0 Signed this day of K C CONTRACTOR By - Title ATTEST Secretary STATE OFCOLORADO ) )ss COUNTY OF LARIMER ) Subscribed and sworn to before me this day of by Witness my hand and official seal My Commission Expires Notary Public SECTION 00660 CONSENT OF SURETY TO City of Fort Collins, Colorado (hereinafter referred to as the "OWNER") CONTRACTOR PROJECT 2001 CONCRETE PROJECT — PHASE II, BID NO 5522 aCONTRACT DATE In accordance with the provisions of the Contract between the OWNER and the CONTRACTOR as indicated above, for on bond of (Surety) hereby approves of the Final Payment to the CONTRACTOR, and agrees that Final Payment to the CONTRACTOR shall not relieve the Surety Company of any of its obligations to the OWNER, as set forth in the said Surety Company's Bond IN WITNESS WHEREOF, the Surety Company has hereunto set its hand this ,day of a(Surety Company) BY ATTACH a 0 a 0 0 0 Power of Attorney and Certificate of Authority of Attorney(s)-in-Fact SECTION OO670 APPLICATION FOR EXEMPTION CERTIFICATE uInsert State certificate here w U IN !- 11 1972 Ll �a V 0 I C I I I I DR Ong (12198) COLORADO DEPARTMENT OF REVENUE DENVER CO 80261 (303) 232 2416 CONTRACTOR APPLICATION FOR EXEMPTION CERTIFICATE Pursuant to Statute Section 39-26 114(1)(a)(M) A DO NOT WRITE IN THIS SPACE The exemption certificate for which you are applying must be used only for the purpose of purchasing construction and building materials for the exempt project described below This exemption does not Include or apply to the purchase or rental of equipment, supplies, and materials which are purchased, rented, or consumed by the contractor and which do not become a part of the structure, highway, road, street, or other public works owned and used by the exempt organization Any unauthorized use of the exemption certtficate wil I result in revocation cf your exemption certificate and other pe nalties provided by law A separate certificate is required for each contract Subcontractors will not be Issued Certificates of Exemption by the Department of Revenue It is the responsibility of the prime contractor to issue certificates to each of the subcontractors (See reverse side ) FAILURE TO ACCURATELY COMPLETE ALL BOXES WILL CAUSE THE APPLICATION TO BE DENIED Registration/Account Na (to be assigned by DOR) Period 89 - 0170-750 (999) !0.00 a•,- ,k• ��.>xs,>==;gat-., �,�, •�. . ,,, `'•�-Sn ""C'�awvYl: "i �fo�^iv1, '.-;-J: �•.I' �-o a"e ?a �r #'Sty: a"a9.°ixaa.$e2'.&.T�},eb'oi+. dES-3'r,+ _ rt_,>�4.rJ-n�:5 '� �ti_'a�pFt` 'i'a o�n'3'-I Trade narri Owner, partner, or corporate name Mailing address (City, State, ZIP) Contact Person E-Mail address Federal Employer's Identification Number Bid amount for your contract Fax number Business telephone number Colorado withholding tax account number ^';Cies1ora r`e=ment Pa9 es it)Erde rtifyingtheeontra_ctingptlaCrties:r�r „XEMToINFHiMA OWq.• 'conctEP 'aQerlts +r om.gri� 7„ hstaJt',n4'and(2}toa- , ai,r ,nusr gis,bte o a-E, i m Name of exempt organization (as shown on contract) Exempt organizatlon's number I 98 - Address of exempt ofgamzaton (CIty, State, Zip) Principal contact at exempt organization Principal contact's telephone number Physical location of project site (give actual address when applicable and Cities and/or County (as) where project is located) Scheduled Month Day Year Estimated Month Day Year construction start date completion date i1 t "aka y 4y4e -,i�gry iti��'�{i'x ,�•i�y y�S t ti .�i J{,3 Y�1, Yi 1}yr-r4`nfw LA'�y+i 'rJ.i�•IX.' sH- i.,i "L v? .'�� {` S.. iw }�•A�.-'.i.1% r 3•a I declare under penalty of perjury in the second degree that the statements made in this application are true and complete to the best of my knowledge Signature of owner, partner or corporate officer Ttle of corporate officer Date uU NU 1 WHI I E BELOW TH15 LINE QUALITY TRAFFIC CONTROL, Inc. 216 Raquette Drive #5 Fort Collins, Colorado 80524 (970)493-0865 February 26, 2001 City of Fort Collins Purchasing Department 256 W Mountain Ave Fort Collins, Colorado 80521 To Whom It May Concern This is to request an increase of 5% on my previous bid for the Stripe Removal Prices The reasons for increase in Stripe Removal Prices are the following 1. Cost of living increases of the going Consumer Price Index percentage (— 4%). 2 Increased insurance costs for employees 3. Increased company overhead due to increased rent 4 Large increase in utilities and gasoline costs 5. Temporary agency utilized is raising their prices 6 Market rate increasing for this type of employee Thank you for your consideration If you have any questions, call me at 493-0865 Sincerely, Mike Obester President I N n SECTION 00700 GENERAL CONDITIONS L L H L 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 9199) III TABLE OF CONTENTS OF GENERAL CONDITIONS Article or Paragraph Page Article or Paragraph Page Number & Title Number Number & Title Number 1 DEFINITIONS 1 2 PRELIIVIINARY MATTERS . „ 3 1 1 Addenda 1 2 1 Delivery of Bonds .. , , _ , , _3 12 Agreement 1 22 Copies of Documents , „_„ . _ 3 1 3 Application for Payment 23 Commencement of Contract 14 Asbestos 1 Times, Notice to Proceed 3 1 5 Bid l 24 Starting the Work„ .3 1 6 Bidding Documents 1 2 5-2.7 Before Starting Construction, 17 Bidding Requirements 1 CONTRACTOR's Responsibility 1 8 Bonds , , 1 to Report, Preliminary Schediles, 19 Change Order 1 Delivery of Certificates of 1 10 Contract Documents I Insurance 3-4 1 11 Contract Price „ , 1 2 8 Preconstruction Conference 4 1 12 Contract Times 1 2 9 Initially Acceptable Schedules 4 113 CONTRACTOR 1 114 defective ,1 3 CONTRACT DOCUMENTS INTENT, 1 15 Drawings 1 AMENDING, REUSE .4 1 16 Effective Date of the Agreement 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 „ „ 1 Reporting and Resolving Dis- t 20 General Requirements 2 crepancies ...4-5 1 21 Hazardous Waste ,_ 2 34 Intent of Certain Terms or 1 22 a Laws and Regulations, Laws or Adjectives 5 Regulations 2 3 5 Amending Contract Documents 5 1 22 b Legal Holidays 2 3 6 Supplementing Contract 123 Liens 2 Documents 5 1.24 Milestone „ . 2 3 7 Reuse of Documents 5 1.25 Notice of Award _ _ 2 126 Notice to Proceed 2 4 AVAILABILITY OF LANDS, 1.27 OWNER 2 SUBSURFACE AND PHYSICAL CONDITIONS, 1 28 Partial Utilization ...2 REFERENCE POINTS _ 5 129 PCBs 2 41 Availability of Lands 5-6 1 30 Petroleum 2 4.2 Subsurface and Physical 131 Project 2 Conditions , , , , ... 6 1 32 a Radioactive Material 2 4 21 Reports and Drawings 6 132 b Regular Working Hours 2 4 2 2 Limited Reliance by CONTRAC- 1 33 Resident Project Representative, 2 TOR Authorized, Technical 134 Samples ... ... 2 Data , 6 135 Shop Drawings _ 2 4 2 3 Notice of Differing Subsurface 1 36 Specifications , 2 or Physical Conditions _„ , ... 6 137 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 6 140 Supplier 2 4.26 Possible Price and Times 1 41 Underground Facilities $-3 Adjustments 0-7 1 42 Unit Price World , , , 3 43 Physical Conditions --Underground 1 43 Work 3 Facilities „ 7 144 Work Change Directive 43 1 Shown or Indicated „ ,7 1 45 Written Amendment, 3 4 3 2 Not Shown or Indicated _ , , _ 7 44 Reference Points 7 u EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) n n C K sl I] rat IN F Article or Paragraph Number & Title Page Article or Paragraph Number Number & Title Page Number 45 Asbestos, PCBs, Petroleum, 625 Submittal Proceedures, CON - Hazardous Waste or TRACTOR's Review Prior Radioactive Material 7-8 to Shop Drawing or Sample Submittal 16 5 BONDS AND INSURANCE 8 626 Shop Drawing & Sample Submit- 5 1-5 2 Performance, Payment and Other tals Review by ENGINEER , 16-17 Bonds _ 8 627 Responsibility for Variations 5.3 Licensed Sureties and Insurers, From Contract Documents 17 Certificates of Insurance 8 629 Related Work Performed Prior 54 CONTRACTOR'S Liability to ENGINEER'S Review and Insurance .9 Approval of Required 5 5 OWNER's Liability Insurance 9 Submittals , ... _ 17 5 6 Property Insurance . 9-10 6 29 Continuing the Work „ 17 57 Boiler and Machinery or Addi- 630 CONTRACTOR's General tional Property Insurance 10 Warranty and Guarantee. 17 5 8 Notice of Cancellation Prousion 10 6 31-6 33 Indemnification 17-18 5 9 CONTRACTOR's Responsibility 634 Survival of Obligations ., .18 for Deductible Amounts to 5 10 Other Special Insurance 10 7 OTHER WORE; 18 5 11 Waiver of Rights , 11 7 1-7 3 Related Work at Site 18 5 12-5 13 Receipt and Application of 7 4 Coordination 18 Insurance Proceeds __ _10-11 5,14 Acceptance of Bonds and Insu- 8 OWNER'S RESPONSIBILITIES „ _ _ _ 18 ance, Option to Replace 11 8 1 Communications to CON- 5 15 Partial Utilization --Property TRACTOR _ ... 18 Insurance 11 8 2 Replacement of ENGINEER 18 8 3 Furnish Data andPay Promptly 6. CONTRACTOR'S RESPONSIBILITIES 11 When Due , ., ...18 6 1-6 2 Supervision and Superintendence 11 8 4 Lands and Easements, Reports 6 3-6 5 Labor, Materials and Equipment I1-12 and Tests 18-19 6 6 Progress Schedule , 12 8 5 Insurance „ „ 19 6 7 Substitutes and "Or -Equal" Items; 8 6 Change Orders ., , , 19 CONTRACTOR's Expense, 87 Inspections, Tests and Substitute Construction Approvals 19 Methods or Procedures, 8 8 Si op or Suspend Work; ENGINEER's Evaluation 12-13 Terminate CONTRACTOR's 6 8-6 11 Concerning Subcontractors, Services , _, ,_, 19 Suppliers and Others; 8 9 Limitations on OWNER'S Waiver of Rights 13-14 Responsibilities _ ,. , , ..,, 19 6 12 Patent Fees and Royalties .14 8 10 Asbestos, PCBs, Petroleum, 6 13 Permits 14 Hazardous Waste or 6 14 Laws and Regulations 14 Radioactive Material 19 6 15 Taxes , , ,. „ , 14-15 8 11 Evidence ofFinancal 6 16 Use of Premises 15 Arrangements _ , „ , „ „ .... 19 6 17 Site Cleanliness 15 6 18 Safe Structural Loading 15 9 ENGINEER'S STATUS DURING 6 19 Record Documents 15 CONSTRUCTION „ 19 6 20 Safety and Protection 15-16 9 1 OWNER's Representative J9 6 21 Safety Representative ....1 6 9 2 Visits to Site ,. ... 19 6 22 Hazard Communication Program$ 16 9 3 Project Representative 19-21 623 Emergencies ,_„_ „ ............ . . .....„_„ 16 9 4 Clarifications and Interpre- 6.24 Shop Drawings and Samples. 16 tations , , _„ ,,,,?i 9 5 Authorized Variations m M6rk , .21 m EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) Article or Paragraph Number & Title Page Article or Paragraph Number Number & Title Page Number 96 Rejecting Defective Work 21 13 8-13 9 Uncovering Work at ENGI- 9 7-9 9 Shop Drawings, Change Orders NEER's Request„ 27-28 and Payments _ 21 13 10 OWNER May Stop the Work „ 28 9 10 Determinations for Unit Prices 21-22 13 11 Correction or Removal of 9 11-9.12 Decisions on Disputes, ENGI- Defective Work 28 NEER as Initial Interpreter 22 13 12 Correction Period 28 s9 13 Limitations on ENGINEER's 13 13 Acceptance of Defective Work 28 Authority and Responsibilities 22-23 13 14 OWNER May Correct Defective Work „ _ 28-29 CHANGES IN THE WORK „- _ 23 10 1 OWNER's Ordered Change 73 14 PAYMENTS TO CONTRACTOR AND 102 Claim for Adjustment 23 COMPLETION 29 103 Work Not Required by Contract 141 Schedule of Values _ 29 Documents 23 142 Application for Progress 104 Change Orders „ 23 Payment _ 29 10.5 Notification of Surety 23 143 CONTRACTOR's Warranty of Title 29 CHANGE OF CONTRACT PRICE 23 14 4-14 7 Review of Applications for 11 1-I1 3 Contract Price, Claim for Progress Payments 29-30 Adjustment, Value of 14 8-14 9 Substantial Completion , , 30 the Work 23-24 14 10 Partial Utilization , 30-31 11 4 Cost of the Work 24-25 1411 Final Inspection 31 115 Exclusions to Cost of the Work 25 1412 Final Application for Payment 31 11.6 CONTRACTOR's Fee 25 14 13-14.14 Final Payment and Acceptance 31 11 7 Cost Records ..25-26 14 15 Waiver of Claims 31-32 11 8 Cash Allowances .26 119 Unit Price Work ...26 15 SUSPENSION OF WORK AND TERMINATION „ 32 CHANGE OF CONTRACT TIMES 26 15 1 OWNER May Suspend Work 32 121 Claim for Adjustment _ 26 15 2-15 4 OWNER May Terminate _ _ 32 122 Time of the Essence 26 15 5 CONTRACTOR May Stop 123 Delays Beyond CONTRACTOR's Work or Terminate 32-33 Control... 26-27 124 Delays Beyond OWNER's and 16 DISPUTE RESOLUTION _ 33 CONTRACTOR's Control 27 17 MISCELLANEOUS , , 33 TESTS AND INSPECTIONS, CORRECTION, 17 1 Giving Notice. 33 REMOVAL OR ACCEPTANCE OF 172 Computation of Times , 33 DEFECTIVE WORK. , ... 27 173 Notice of Claim , , 33 13 1 Notice of Defects 27 174 Cumulative Remedies 33 132 Access to the Work_ 27 175 Professional Fees and Court 13 3 Tests and Inspections, Costs Included .33 CONTRACTOR's Cooperation _ 27 17 6 Applicable State Laws 33-34 13.4 OWNER's Responsibilities, Intentionally left blank _ ,,, , ,-- , 35 Independent Testing Laboratory 27 13 5 CONTRACTOR's EXHIBIT GC -A (Optional) Responsibilities 27 Dispute Resolution Agreement _ , , ,GC -Al 13 6-13 7 Covering Work Prior to Inspec- 16.1-16 6 Arbitration (IC -AI tion, Testing or Approval 27 167 Mediation GC -A I N EJCDC 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 1041, 135, 13 13 final payment 912, 1415 Insurance , .5 14 other Work, by CONTRACTOR 7 3 Substitutes and "Or -Equal" Items 4 7 1 Work by OWNER 25, 630, 634 Access to the -- Lands, OWNER and CONTRACTOR responsibilities , , , 4 1 site, related Work „ 7 2 Work, , 13 2, 13 14, 149 Acts or Omissions--, Acts and Omissions -- CONTRACTOR „ 6 9 1, 9 13 3 ENGINEER 6 20, 9 133 OWNER 620, 89 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, 9A, 9 5, 10 2-10 4, 11, 12, 148, 151 progress schedule , 66 Agreement -- definition of 12 "All -Risk" Insurance, policy form 5 62 Allowances, Cash 118 Amending Contract Documents „ 35 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 2 121, 13.122, 1472 Appeal, OWNER or CONTRACTOR intent to 9 10, 9 11, 10 4, 16 2, 16 5 Application for Payment -- definition of , , 13 ENGINEER's Responsibility„ .99 final payment _ , 9 13A, 9 13.5, 14.12-14 15 in general , ,,, 7 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 452,453 CONTRACTOR authorized to stop Work 4 5 2 definition of. , , „ 14 Article or Paragraph Number OWNER responsibility for , , 45 1, 8 10 possible price and times change 452 Authorized Variations in Work 3 6, 6 25, 6 27, 9 5 Availability of Lands 141,84 Award, Notice of --defined „ -- , .125 Before Starting Construction 2 5-2 8 Bid --definition of. .15 (1 1, 1 10, 2.3, 3 3, 4.2 6A, 6 13, It 4.3, 119 1) Bidding Documents --definition of „ , , ,,, , 1 6 (6 8 2) Bidding Requirements --definition of 17(11,4262) Bonds -- acceptance of 5 14 additional bonds 105, 11459 Cost of the Work 11 54 definition of 1 8 delivery of 1, 5 1 final Application for Payment , 14 12-14 14 general 1 10, 5 1-5 3, 5 13, 913, 105, 1476 Performance, Payment and Other 5 1-5 2 Bonds and Insurance --in general 5 Builder's risk "all-risk" policy form „ 62 Cancellation Provisions, Insurance_ 5.4.11, 5 8, 5.15 Cash Allowances, 11 8 Certificate of Substantial Completion 138, 63023, 148, 1410 Certificates of Inspection .. , _ , 9 13 4, 13 5, 14 12 Certificates of Insurance ,Z 7, 5.3, 54 11,54 13, ., 565,58,514,9134,1412 Change in Contract Price -- Cash Allowances .11 8 claim for price adjustment 4 1, 4 2 6, 4 5, 5 15, 6.8 2, 9 4 9 5, 9 11, 10 2, 10 5, 11,2, 13 9, .13 13, 13 14, 14 7, 15 1, 15.5 CONTRACTOR's fee , „ -- 116 Cost of the Work general . ... ... .... 11 4-11 7 Exclusions to, 115 Cost Records , 117 in general l 19, 1 44, 9 11, 10 4.2, 1043, 11 Lump Sum Pricing „ , 1132 Notification of Surety, 105 Scope of, _ , ,,,,,,. _ , , 30 3-10 4 Testing and Inspection, Uncovering the Work 139 E1CDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) Unit Price Work 119 CONTRACTOR's Fee „ , 116 Article or Paragraph Number Value of Work J 13 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, 105, 121, 139, 1313, 1314, 147, 151, 155 Contractual time limits 122 Delays beyond CONTRACTOR'S control 123 Delays beyond OWNER's and CONTRACTOR'S control 124 Notification of surety 105 Scope of change „ 10 3-10 4 Change Orders -- Acceptance ofDefective Work 13 13 Amending Contract Documentg 3 5 Cash Allowances ,, , ... 118 Change of Contract Price 11 Change of Contract Times 12 Changes in the Work, „ 10 CONTRACTOR'S fee „ _ 11 6 Cost of the Work 11 4-11 7 Cost Records „ 117 definition of 1 9 emergencies 6 23 ENGINEERS responsibility 9 8, 10 4, 112, 12 1 execution of 104 Indemnifiction, 6 12, 6 16, 6 31-6 33 Insurance, Bonds and., j 10, 5 13, 105 OWNER may terminate 15 2-15.4 OWNER's Responsibility_ $ 6, 10 4 Physical Conditions -- Subsurface and, „ 42 Underground Facilities-- 43 2 Record Documents 6 19 Scope of Change 10 3-10 4 Substitutes 6 73, 6 8 2 Unit Price Work 119 value of Work, covered by 113 Changes in the World 10 Notification of surety „ .105 OWNER's and CONTRACTOR's responsibilities „ 104 Right to an adjustment _ .102 Scope of change , _ 10 3-10 4 Claims -- against CONTRACTOR _ , „ 6 16 against ENGINEER 632 against OWNER „ 632 Change of Contract Price , 94, 112 Change of Caltract 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, 151, 155, 173 vi 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 Disputeq _ _ _,9 11, 9 12 Dispute Resolution J6 1 Dispute Resolution Agreement 16 1-16 6 ENGINEER as initial mterpretor 911 Lump Sum Pricing I 13 2 Notice of 173 OWNER's 94195,9 11, 102, 11 2, 11 9 121, 139, 1313, 1314, 173 OWNER'S liability 5 5 OWNER may refuse to make payment 147 Professional Fees and Court Costs Included .175 request for formal decision on „_ ,9 11 Substitute Items 6 7 1 2 Time Extension 12 1 Time requirements „ 9 11, 12 1 Unit Price Work 1193 Value of J 1 3 Waiver of --on Final Payment 1414, 1415 Work Change Directive -- 102 written notice required 9 11, 112, 12 1 Clarifications and Interpretations .3 6 3, 9 4, 9.11 Clean Site 617 Codes of Technical Society. Organization or Association , „ 3 3 3 Commencement of Contract Times 3 Communications -- general 62, 692,8 1 Hazard Communication Programs 622 Completion— Final Application for Payment , , 1412 Final inspection 1411 Final Payment and Acceptance J4 13-14 14 Partial Utilization 1410 Substantial Completion 138, 14 8-14 9 Waiver of Claims J4 15 Computation of Times .17 2 1-17 2 2 Concerning Subcontractors, Suppliers and Others 6 8-6 It Conferences -- initially acceptable schedules _ , , 2 9 preconstruction „ , _ 28 Conflict, Error, Ambiguity, Discrepancy -- CONTRACTOR to Report 25, 3 12 Construction, before starting by CONTRACTOR , 2.5-2 7 Construction Machinery, Equipment, etc, _ , , 64 Continuing the Work ......, 6 29, 104 Contract Documents -- Amending „ 3.5 Bonds „ 5 1 EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) 0 N. 6 C Cash Allowances J 1 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 _ 25 Clarifications and Interpretations 3 2, 3 6, 9 4, 9 11 definition of _ _ , 1 10 ENGINEER as initial interpreter of 9 11 ENGINEER as OWNER'S representative , 91 general3 Insurance $ 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 83, 144, 14 13 precedence 3 1, 3 33 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 Reuse of 3 7 Supplementing „ 3 6 Termination of ENGINEER's Employment 8 2 Unit Price Work, 119 variations 3 6, 623,627 Visits to Site, ENGINEER's „ 9 2 Contract Price -- adjustment of .3 5, 4 1, 9 4, 10 3, 11 2-11 3 Change of ,11 Decision on Disputes , „ 9 11 definition of l 11 Contract Times -- adjustment of 3 5, 4 1, 9 4, 10 3, 12 Change of 12 1-12 4 Commencement of, _ „ 2 3 definition of „ , _ 1 12 CONTRACTOR -- Acceptance of Insurance „ 5 14 Communications „ , 62,692 Continue Work 629, 104 coordination and scheduling 6 9 2 definition of „ 1 13 Limited Reliance on Technical Data Authorized 422 May Stop Work or Terminate„ 15 5 provide site access to others _ 72, 132 Safety and Protection 43 1 2, 6 16, 6 18, 6 21-6 23, 7 2, 13 2 Shop Drawing and Sample Review Prior to Submittal 625 vn Stop Work requirements CONTRACTOR's- 452 Article or Paragraph Number Compensation ,11 1-112 Continuing Obligation „ „14.15 Defective Work , ..96, 13 10-13 14 Duty to correct defective Work Duty to Report -- Changes in the Work caused by Emergency 6 23 Defects in Work of Others 73 Differing condition$ .423 Discrepancy in Documents 2 5, 3 3 2, 6 14 2 Underground Facilities not indicated _ _ , 4 3 2 Emergencies „ 623 Equipment and Machinery Rental, Cost of the Work 11 4.5 3 Fee --Cost Plus , 114 5.6, 115 1, I L6 General Warranty and Guarantee 630 Hazard Communication Programs „ , 622 Indemnification _ , ,. 6 12, 6 16, 6 31-6 33 Inspection of the Work ..73, 134 Labor, Materials and Equipment 6.3-6 5 Laws and Regulations, Compliance by 614 1 Liability Insurance „5 4 Notice of Intent to Appeal 910, 104 obligation to perform and complete the Work .630 Patent Fees and Royalties, paid for by _ 6 12 Performance and Other Bonds 5.1 Permits, obtained and paid for by ¢ 13 Progress Schedule 2 6, 2 8, 2 9, 6 6, 6 29, 10 4, 15 2 1 Request for formal decisionon disputes 911 Responsibilities -- Changes in the Work 10 1 Concerning Subcontractors, Suppliers and Others „ 6 8-6 11 Continuing the Work, , , .629, 104 CONTRACTOR's expense, „ , .67 1 CONTRACTOR's Geneial Warranty and Guarantee _ ,6.30 CONTRACTOR s review prior to Shop Drawing or Sample submittal _ 6 25 Coordination of Work Emergencies ... 623 ENGINEER's evaluation, Substitutes or "Or -Equal" Items_ , „4 7 3 For Acts and Omissions of Others 69 1-6 9 2, 9 13 for deductible amounts, insurance.. _ , „ „ , 5 9 general „ ,.. .... 6, 7 2, 7 3, 8.9 Hazardous Communication Programs , , „ , 622 Indemnification 6 31-6 33 EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) Labor, Materials and Equipment 6 3-6 5 Laws and Regulations - 6 14 Liability Insurance .54 Article or Paragraph Number Notice of variation from Contract Documents , , . 627 Patent Fees and Royalties. 6 12 Permits ¢ 13 Progress Schedule 66 Record Documents „ „ 6 19 related Work performed prior to ENGINEER's approval of required submittals .628 safe structural loading 6 18 Safety and Protection 6 20, 7 2, 13 2 Safety Representative 621 Scheduling the Work 6 9 2 Shop Drawings and Samples 624 Shop Drawings and Samples Review by ENGINEER 626 Site Cleanliness 6 17 Submittal Procedures 625 Substitute Construction Methods and Procedures ... 6 7 2 Substitutes and "Or -Equal" Item* 67 1 Superintendence, „ - 62 Supervision „ , 6 1 Survival of Obligations .,6 34 Taxes ¢ 15 Tests and Inspections 13 5 To Report 75 Use of Premises 6 16-6 18, 6 30 2 4 Review Prior to Shop Drawing or Sample Submittal 625 Right to adjustment for changes in the Work 102 right to clairq 4, 7 1, 9 4, 9 5, 9 11, 10 2,112, 119, 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 621 Shop Drawings and Samples Submittal$ 6 24-6 28 Special Consultants 1144 Substitute Construction Methods and Procedure$ 6 7 Substitutes and "Or -Equal" Items, Expense .67 1,672 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, J5,630 Warranty of Title. - .143 Written Notice Required -- CONTRACTOR stop Work or terminate , 15 5 Reports of Differing Subsurface and Physical Condition* 4 2 3 Substantial Completion „ -- ,_ 14 8 vui CONTRACTORS --other , , , 7 Contractual Liability Insurance 54 10 Contractual Time Limits I 1 122 Article or Paragraph Number Coordination— CONTRACTOR's responsibility„ Copies of Documents - Correction Period Correction, Removal or Acceptance of Defective Work-- in general 10.4 1, 13.1 Acceptance ofDefective Work Correction or Removal of Defective Work „ 63 Correction Period „ ,- OWNER May Correct Defective Work .. , , OWNER May Stop Work Cost -- of Tests and Inspections Records 11 7 Cost of the Work -- Bonds and insurance, additional.. , Cash Discounts CONTRACTOR's Fee Employee Expenses Exclusions to General 11 4-11 5 Home office and overhead expense* Losses and damages Materials and equipment Minor expenses „ „- Payroll costs on changes performed by Subcontractors- , Records 11 7 Rentals of construction equipment and machinery Royalty payments, permits and license fees Site office and temporary facilitie* , Special Consultants, CONTRACTOR's Supplemental Taxes related to the World„ Tests and Inspection Trade Discounts Utilities, fuel and sanitary ficilitie$ Work after regular hours , , , . „ ........ Covering Work, - „- 1 0,92 22 13 12 0-13 14 13 13 0, 13 11 J3 12 13 14 13 10 134 11459 1142 116 11451 115 .11 5 11456 „1142 11458 1141 1143 11453 3 1, 13 13 EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) K 11 141 rt 1, Correction or Removal of JO 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 96 Uncovering the Work 13 8 Definitions 1 Delays 4 1,629, 12 3-12 4 Delivery of Bonds 1 Delivery of certificates of insurance z 7 Determinations for Unit Prices „ 9 10 Differing Subsurface or Physical Conditions -- Notice of 4 2 3 ENGINEER's Review 424 Possible Contract Documents Change 4 2 5 Possible Price and Times Adjustments 4 2 6 Eli screpanci es -Reporting and Resolving. ___ •.2 5, 3 3 2, 6 14 2 Dispute Resolution -- Agreement 16 1-16 6 Arbitration 16 1-16 5 generall6 Mediation 166 Dispute Resolution Agreement 16 1-16 6 Disputes, Decisions by ENGINEER 9 11-9 12 Documents -- Copies of 22 Record 6 19 Reuse of 3 7 Drawings --definition of „ 1 15 Easements .41 Effective date of Agreement -- definition of 1 16 Emergencies .._ .623 ENGINEER -- as initial interpreter on disputes __ 9 l 1-9 12 definition of 1 17 ., Limitations on authority and responsibilities 9 13 Replacement of, „ „ „ 82 Resident Project Representative _ 93 ENGINEER's Consultant -- definition of _ 1 18 ENGINEER's-- authority and responsibility, limitations on _ , 9 li Authorized Variations in the Work 95 Change Orders, responsibility for.. _ 97, 10, 11, 12 Clarifications and Interpretations, , 3 63, 94 Decisions on Disputes _ _. 9 11-9 12 defective Work, notice of .., ... 13 1 Evaluation of Substitute Items 6 73 Liability, ......... _ 6 32,9 12 Notice Work is Acceptable 14 13 Observations , , 6302,92 ix OWNER'S Representative _ „ , _ ,. 91 Payments to the CONTRACTOR, Responsibility for „ ,9 9, 14 Recommendation of Payment „ , , 14 4, 14 13 Article or Paragraph Number Responsibilities --Limitations on.. , _ 9 11 9 13 Review of Reports on Differing Subsurface and Physical Conditions 42.4 Shop Drawings and Samples, review responsibility „ 626 Status During Construction -- authorized variations in the Work 95 Clarifications and Interpretations 94 Decisions on Disputes _ 9 11-9 12 Determinations on Unit Price , , .9 10 ENGINEER as Initial Interpreter 9 11-9 12 ENGINEER's Responsibilities , , , , , _9 1-9 12 Limitations on ENGINEER's Authority and Responsibilities , „ , , , , 9 13 OWNER's Representative 9 1 Project Representative „ , 9.3 Rejecting Defective Work , _ , 96 Shop Drawings, Change Orders and Payments „ ,_9 7-9 9 Visits to Site . , , .. 92 Unit Price determinations, 9.10 Visits to Site 92 Written consent required , 7 2, 9 1 Equipment, Labor, Materials and , , „ ¢ 3-6 5 Equipment rental, Cost of the Work 11 45 3 Equivalent Materials and Equipment ¢ 7 error or omissions „_ ... 633 Evidence of Financial Arrangements 8 11 Explorations of physical conditions _ .42 1 Fee, CONTRACTOR's--Costs Plus , 11 6 Field Order -- definition of „ J 19 issued by ENGINEER 3 6.1, 9.5 Final Application for Payment,_ .... „ 1412 Final Inspection „ J411 Final Payment -- and Acceptance, _ 14 13-14.14 Prior to, for cash allowances, 11 8 General Provisions _ 17 3-17 4 General Requirements -- definition of 120 principal references tq, _2.6, 6.4, 6.6-6 7, 6 24 Giving Notice , 17 1 Guarantee of Work --by CONTRACTOR 6.30, 14 12 Hazard Communication Programs , , 622 Hazardous Waste -- definition of „ , , , general .121 4.5 OWNER's responsibility for , „ _ _ 8.10 EICDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) BID SCHEDULE K a n 3 lJ City of Fort Collins 2001 Concrete Project Phase 11- Bid No 5522 ;No. "3i r > cr"lton">1�,i' 13 i' Vog Comc,mte ' pt Atcr.n�fly" ,i ,333y 'NL33lui f '3 allil v'331"Ju3, ApUri8 i tn, , 40350 Temporary Patching Ton 412 S 15008 $ 61,815 89 604 10 Reconstruct Inlet D<ck - Catch Basin Each 0 $ 931 50 $ - Reconstruct Inlet Deck - Catch Basin Additional Foot 604 11 L F 0 $ 103 50 S - enm 604 12 Reconstruct Curb Inlet Deck - 4' Opening Each 6 $ 1,009 13 $ 6,05475 604 13 Reconstruct Curb Inlet Deck - Additional Foot Opemng L F I 1 $ 155 25 S 1,70775 Type 13 - Curb Inlet with Frame, Grate mid Adjustable 604 14 Each 0 $ 1,345 50 S - Curb Bonnet 604 15 Concrete Sidewalk Culvert Facb 1 $ 98325 $ 98325 604 16 Metal Sidewalk Culvert - 5/8" Plate Each 0 $ 1,39725 $ - 604 17 Additional Square Foot 5/8" Plate S F 0 S 113 85 $ 60801 Remove and Haul Fillets Each 4 $ 7763 S 310 50 60802 Apron - Remove and Replace S F 6424 $ 605 $ 38,895 71 60803 Crosspan - Remove and Replace S F 8493 S 605 $ 51,419 96 Driveover Curb, Gutter & 4" Sidewalk - Remove and 60804 L F 4664 S 3053 $ 142,403 58 Replace Driveover Curb, Gutter and 6" Sidewalk - Remove and $ 60805 Replace I P 1222 3260 $ 39,840 26 Dnveover Curb and Gutter - No Sidewalk - Remove and 608 06 I. F 554 $ 2070 $ 11,467 80 Replace Driveover Curb, Gutter & Drive Approach - Remove and 60807 L F 955 $ 3364 $ 32 12381 Replace Vertical Curb, Gutter & 4" Sidewalk - Remove and 60809 1 F 1020 $ 3623 S 36,954 60 Replace Vertical Curb, Gutter & 6" Sidewalk- Remove and F S 608 10 Replace L 184 3726 $ 6,855 84 Vertical Curb and Gutter- No Sidewalk - Remove and 608 11 L F 650 $ 2070 $ 13,455 00 Replace Vertical Curb, Gutter mid Drive Approach - Remove and 608 12 L F 266 S 33 12 S 8,80992 Replace Vertical Curb, Gutter and Drive Approach - No Sidewalk - 608 13 L F 50 $ 2070 $ 1,03500 Remove and Replace 608 14 Vertical Outfall Curb and Gutter - Remove and Replace L F 50 $ 2122 $ 1,06100 Hollywood Curb, Gutter & 4" Sidewalk - Remove and 608 IS LF 1389 $ 2795 S 38,82255 Replace Hollywood Curb, Gutter & 6" Sidewalk - Remove and 609 16 L F 107 $ 2898 $ 3,100 RG Replace Hollywood Curb and Gutter - No Sidewalk - Remove and 60817 L F 252 S 20 18 S 5 085 36 Replace Hollywood Curb, Gutter & Drive Approach - Remove and 608 18 Replace L F 535 $ 2795 $ 14,953 25 Highback Curb & Gullet - No Sidewalk - Remove and 60821 Replace L F 1418 S 2950 $ 41,831 00 Highback Curb, Gutter and Drive Approach - Remove and 60822 Replace L F 533 S 34 16 S 18,207 28 Pedestriancc Aess R iinp, Dnveover Ctirb Remove and 608 24 Peplace 1, F 1244 S 4037 $ 50,220 28 Pedestrian Access Rmap - Vertical Curb - Remove and 60825 Replace L F 350 S 3726 $ 13,041 00 Pedestnan Access Ramp - Hollywood Curb - Remove and 60826 R Iace L F 120 S 34 16 S 4,099 20 Pedestrian Access Ramp - Highback Curb - Remove and 60827 Replace S F 385 S 828 $ 3,187 80 60828 4" Flatwork - Remove & Replace S F 4333 $ 4 55 S 19,715 15 60829 6' Flatwork - Remove & Replace S F 1086 S 507 $ 5,50602 60830 Flatwork - I" Additional Depth S 1- 100 S 050 S 5000 608 31 ieplacc Valley Pan - 6" Depth S F 50 S 932 $ 46600 60832 ggregate Base Course Ton 1200 S 2277 S 27,324 00 Page 1 of 2 Indemnification . 6 12, 6 16, 6 31-6 33 Insurance 5 3 Initially Acceptable Schedules, 2 9 Precedence , _ „ 3 1, 33 3 Inspection-- Reference to ,3 3 1 Certificates of 9 13 4, 13 5, 14 12 Safety and Protection ..620, 132 Final 14 11 Subcontractors, Suppliers and Others ..... .6.8-6 11 Article or Paragraph Article or Paragraph Number Number Special, required by ENGINEER, , 9 6 Tests and Inspections „ .13 5 Tests and Approval $ 7, 13 3-13 4 Use of Premises ¢ 16 insurance-- Visits to Site „ , .92 Acceptance of, by OWNER ,5 14 Liability Insurance -- Additional, required by changes CONTRACTOR's 54 in the Work 114 5 9 OWNER's 5 5 Before starting the Work 27 Licensed Sureties and Insurers 5 3 Bonds and --in general 5 Liens -- Cancellation Provisions ... 5 8 Application for Progress Payment 142 Certificates of 7, 5, 5 3, 5 4 11, 5 4 13, CONTRACTOR's Warranty of Title 143 , 5 6.5, 5 8, 5 14, 9 13 4, 14 12 Final Application for Payment 14 12 completed operations 54 13 definition of 123 CONTRACTOTs Liability , 54 Waiver of Claims „ _ , 14 15 CONTRACTOR's objection to coverage 5 14 Limitations on ENGINEER's authority and Contractual Liability _ 54 10 responsibilities 913 deductible amounts, CONTRACTOR's Limited Reliance by CONTRACTOR responsibility 5 9 Authorized _,, 422 Final Application for Payment 14 12 Maintenance and Operating Manuals -- Licensed Insurers „ _ 5 3 Final Application for Payment t4 12 Notice requirements, material changes 5 8, 10 5 Manuals (of others) -- Option to Replace 5 14 Precedence .3 3 3 1 other special insurances 5 10 Reference to in Contract Document; 3 3 1 OWNER as fiduciary for insureds 5 12-5 13 Materials and equipment-- OWNER's Liability , 5 5 furnished by CONTRACTOR „ 63 OWNER's Responsibility 8 5 not incorporated in Work „ 14.2 Partial Utilization, Property Insurance 5 15 Materials or equipment --equivalent ,¢ 7 Property 5 6-5 10 Mediation (Optional) 16 7 Receipt and Application of Insurance Milestones --definition of „ 124 Proceeds 512-513 Miscellaneous -- Special Insurance 5 10 Computation of Times ,17 2 Waiver of Rights 5 11 Cumulative Remedies „ , „ , 174 Intent of Contract Documents ,3 1-3 4 Giving Notice 17 1 Interpretations and Clarifications 3 63, 94 Notice of Claim _ 17 3 Investigations of physical conditions 4 2 Professional Fees and Court Costs Included 17.5 Labor, Materials and Equipment ..63-6 5 Multi -prime contracts „ , _ 7 Lands-- Not Shown or Indicated 4 3 2 and Easements „ ., 84 Notice of -- Availability of _ 4 1, 8 4 Acceptability of Project 1413 Reports and Tests __8 4 Award, definition of ,1 25 Laws and Regulations --Laws or Regulations-- Claim „ 173) Bonds .5 1-5 2 Defects,13 1 Changes in the Work „ 104 Differing Subsurface or Physical Conditiong 423 Contract Documents.... 31 Giving 171 CONTRACTOR's Responsibilities ¢ 14 Correction Period, defective Work ... 13 12 Tests and Inspection$ 133 Cost of the Work, taxes .11 4.54 Variation, Shop Drawing and Samph; 027 definition of, 122 Notice to Proceed-- general6 14 definition of „126 Indemnification 6 31-6.33 giving of „ 23 x EJCDC GENERAL CONDITIONS 1910.8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) Rf, 11, 111l lI 6�1 Notification to Surety _ _ ... , 105 Observations, by ENGINEER _ , , 6 30, 9 2 Occupancy of the Work 5 15, 6 30 2 4, 14 10 Omissions or acts by CONTRACTOR 69,913 Open Peril policy form, Insurancq _ ,5 6 2 Option to Replace, „ , „ , 5 14 Article or Paragraph Number "Or Equal" Items 67 Other work 7 Overtime Work --prohibition of 63 OWNER -- Acceptance ofdefective Work 13 13 appoint an ENGINEER 82 as fiduciary _ $ 12-5 13 Availability of Lands, responsibility 41 definition of ( 27 data, furnish 83 May Correct Defective Work 13 14 May refuse to make payment 147 May Stop the Work 13 10 May Suspend Work, Terminate $ 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, requirement$ ( 13 purchased insurance requirements _ _ 5 6-5 10 OWNER's-- Acceptance of the Work .63025 Change Orders, obligation to execute 86, 104 Communications 8 1 Coordination of the Work 74 Disputes, request for decision. 9 11 Inspections, tests and approvals $ 7, 134 Liability Insurance _5 5 Notice of Defects _ 13 1 Representative --During Construction, ENGINEERS Status 9 1 Responsibilities -- Asbestos, PCBs, Petroleum, Hazardous Waste or Radioactive Material _ $ 10 Change Orders .._ 86 Changes in the Work, „ _ 101 communications 8 1 CONTRACTOR's responsibilities 89 evidence of financial arrangements , 8 11 inspections, tests and approval§, 8 7 insurance 8 5 lands and easements 8 4 prompt payment by., , , ,8 3 replacement of ENGINEER $ 2 reports and tests , _,8 4 stop or suspend Work 8 8, 13 10, 15 1 terminate CONTRACTOR's services , , 88, 15 2 separate representative at site, 9 3 xl testing, independent use or occupancy of the Work _ written consent or approval required 134 515,63024, 1410 .._ 9 1, 6 3, 11 4 EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) Article or Paragraph Number written notice required . 7 1, 9 4, 9 11, 112,119,147,154 PCBs -- definition of 129 general ,.4 5 OWNER's responsibility for ,8 10 Partial Utilization -- definition of 128 general 6 30 2 4, 14 10 Property Insurance „ 5 15 Patent Fees and Royalties 6 12 Payment Bonds j 1-5 2 Payments, Recommendation of 14 4-14 7, 14 13 Payments to CONTRACTOR and Completion -- Application for ProgressPayments _ 142 CONTRACTOR's Warranty of Title 143 Final Application for Payment 1412 Final Inspection 14 11 Final Payment and Acceptance 14 13-14 14 general 83, 14 Partial Utilization 14 10 Retainage _ 142 Review of Applications for Progress Payments .14 4-14 7 prompt payment 83 Schedule of Values 141 Substantial Completion _ 14 8-14 9 Waiver of Claims 14 15 when payments due „ 144, 14 13 withholding payment _ ., _ 147 Performance Bonds _ 5 1-5 2 Permits 6 13 Petroleum -- definition of 130 general .45 OWNER's responsibility for ,8 10 Physical Conditions -- Drawings of, in or relating to 42 12 ENGINEER's review 4 2 4 existing structures 4 2 2 general 4 2 12 _ Notice of Differing Subsurface or,. 4 2 3 Possible Contract Documents Change 4 2 5 Possible Price and Times Adjustments „ 426 Reports and Drawings , 42.1 Subsurface and, 4.2 Subsurface Conditions 42 1 1 Technical Data, Limited Reliance by CONTRACTOR Authorized 42.2 Underground Facilities -- general 43 Not Shown or Indicated _ 4 3 2 Protection of 43,620 xn Article or Paragraph Number Shown or Indicated „ ,- 43 1 Technical Data, 42.2 Preconstruction Conference 28 Preliminary Matters Preliminary Schedules „ 26 Premises, Use of .6 16-6 18 Price, Change of Contract 11 Price, Contract --definition of 1 11 Progress Payment, Applications for 142 Progress Payment--retainage „ , 142 Progress schedule, CONTRACTOR's 6, 2 8, 2 9, .. 66,629, 104, 1521 Project --definition of 131 Project Representative— ENGINEER's Status During Construction 93 Project Representative, Resident --definition of _ 133 prompt payment by OWNER _ 8 3 Property Insurance -- Additional 57 genera15 6-5 10 Partial Utilization „ 5 15, 14 102 receipt and application of proceeds , 5 12-5 13 Protection, Safety and 6 20-6 21, 13 2 Punch list 1411 Radioactive Material-- defintion of 1 32 general4 5 OWNER's responsibility for 8 10 Recommendation of Payment 144, 145, 1413 Record Documents 6,19, 1412 Records, procedures for maintaining „ 7 8 Reference Points .. , , .44 Reference to Standards and Specifications of Technical Societies 3 3 Regulations, Laws and (or) ... 614 Rejecting Defective Work 96 Related Work -- at Site 7.1-7 3 Performed prior to Shop Drawings and Samples submittals review 628 Remedies, cumulative 174, 175 Removal or Correction ofDefective Work „ 13 11 rental agreements, OWNER approval required 11.453 replacement of ENGINEER, by OWNER. 82 Reporting and Resolving Discrepancies „ 2.5, 3.3 2, 6.14 2 Reports -- and Drawings „ .42 1 and Tests, OWNER'S responsibility 84 Resident and Project Representative -- definition of _,1 33 provision for 9 3 EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) Article or Paragraph Number Resident Superintendent, CONTRACTOR'* 62 Responsibilities-- CONTRACTOR's-in general 6 ENGINEER's-in general 9 Limitations on _ 9 13 OWNER's-m general _ 8 Retainage 142 Reuse of Documents 3 7 Review by CONTRACTOR Shop Drawings and Samples Prior to Submittal 625 Review of Applications for Progress Payments 14 4-14 7 Right to an adjustment 102 Rights of Way 4 1 Royalties, Patent Fees and ... „ ,6 12 Safe Structural Loading , 6.18 Safety -- and Protection ..4 3) 2,6 16,6 18, 6 20-6 21, 7 2, 13 2 general „ , 6 20-6 23 Representative, CONTRACTOR's 6 21 Samples -- definition of 134 general 6 24-6 28 Review by CONTRACTOR .625 Review by ENGINEER ( 26, 6 27 related Work 628 submittal of 6 24 2 submittal procedures 625 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 3-2 9, 14 1 Schedules -- Adherence to J5 2 1 Adjusting 66 Change of Contract Times, 104 Initially Acceptable _ 28,29 Preliminary, 2 6 Scope of Changes , _ 10 3-10 4 Subsurface Conditions 4 2 1 1 Shop Drawings -- and Samples, general 6 24-6 28 Change Orders & Applications for Payments, and 9 7-9 9 definition of _,_ ___ _, 135 ENGINEER's approval of „ _ 3 6 2 ENGINEER's responsibility for review 9 7, 6 24-6 28 related Work 028 review procedures , , , .,2 8, 6 24-6 28 xm Article or Paragraph Number submittal required 624 1 Submittal Procedures , , 625 use to approve substitutions , .673 Shown or Indicated „ , 4 3 1 Site Access 72, 13 2 Site Cleanliness 17 Site, Visits to -- by ENGINEER 9 2. 13 2 by others 132 "special causes of loss" policy form, insurance 5 62 definition of . 1 36 Specifications-- defination of 1 36 of Technical Societies, reference tq ,3 3 1 precedence 3 3 3 Standards and Specifications of Technical Societies 3 3 Starting Construction, Before 2 5-2 8 Starting the Work .24 Stop or Suspend Work -- by CONTRACTOR _ 155 by OWNER 8 8, 13 10, 15 1 Storage of materials and equipment , _ , _4 1, 72 Structural Loading, Safety 6.18 Subcontractor— Concerning, 6 8-6 11 definition of 1 37 delays ... 123 waiver of rights „ , _ .. 611 Subcontractors--m general 6 8-6 11 Subcontracts --required provision* 5 11,6 11, 1143 Submittals -- Applications for Payment 142 Maintenance and Operation Manual* „ , , 14.12 Procedures 625 Progress Schedules .. .,. ,,,2 6, 2 9 Samples 6 24-6 23 Schedule of Values 26, 14.1 Schedule of Shop Drawings and Samples Submissions 2 6, 2 8-2 9 Shop Drawings 6 24-6 28 Substantial Completion -- certification of ,„ 6.30 2.3, 14.8-14.9 definition of, „ „ .. ,J 38 Substitute Construction Methods or Procedure* 6 7 2 Substitutes and "Or Equal" Item* „6 7 CONTRACTOR's Expense .6.7.13 ENGINEER's Evaluation 6.7 3 "Or -Equal" ,6 7.1 1 Substitute Construction Methods EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9199) Article or Paragraph Number or Procedures .672 Substitute Items 67 12 Subsurface and Physical Conditions— Drawings of, in or relatng to, .4212 ENGINEER's Review 424 general „4 2 Limited Reliance by CONTRACTOR Authorized „ , 4 2 2 Notice of Differing Subsurface or Physical Conditions _ 4 2 3 Physical Conditions 42 12 Possible Contract Documents Change 42 5 Possible Price andTimes Adjustments 426 Reports and Drawings „ 42 1 Subsurface and 42 Subsurface Conditions at the Site 42 11 Technical Data 4 2 2 Supervision— CONTRACTOR's responsibility 6 1 OWNER shall not supervise ,. 8 9 ENGINEER shall not supervise 9 2, 9 132 Superintendence.. „ 62 Superintendent, CONTRACTOR's resident 62 Supplemental costs „ 11 45 Supplementary Conditions— definition of. j 39 principal references to _ j 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 Document* 6 Supplier -- definition of, „ „] 40 principal references to 37, 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, 1414 ENGINEER has no duty to 9 13 Notification of „ 10 1, 105, 152 qualification of „ 5 I-5 3 Survival of Obligations , , 634 Suspend Work, OWNER May 13 10, 15 1 Suspension of Work and Termination-- _ 15 CONTRACTOR May Stop Work or Terminate _ 155 OWNER May Suspend Work , ,j5 1 OWNER May Terminate.. _ 15 2-15 4 Taxes --Payment by CONTRACTOR 0.15 Technical Data -- Limited Reliance by CONTRACTOR _ .422 Possible Price and Times Adjustments ...426 Reports of Differing Subsurface and Physical Conditions , „ _„ 4 2 3 xry Temporary construction facilities, _ 41 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 34 Tests and Inspections -- Access to the Work, by others 132 CONTRACTOR's responsibilities 13 5 cost of 13 4 covering Work prior to 13 6-13 7 Laws and Regulations (or) „ 13 5 Notice of Defects „ , 13 1 OWNER May Stop Work _ ,- 13 10 OWNER's independent testing 134 special, required by ENGINEER _ , , 96 timely notice required _ 134 Uncovering the Work, at ENGiNEER's request 13 8-13 9 Times -- Adjusting „ ¢ 6 Change of Contract 12 Computation of 172 Contract Times --definition of 1 12 day 1722 Milestones J 2 Requirements -- appeals 9 10, 16 clarifications, claims and disputes 9 11, 112, 12 Commencement of Contract Time* 23 Preconstruction Conference , .2 8 schedules 2 6, 2 9, 6 6 Starting the Work 24 Title, Warranty of _ 143 Uncovering Work 13 8-13 9 Underground Facilities, Physical Conditions -- definition of .1 41 Not Shown or Indicated 4 3 2 protection of „ 43,620 Shown or Indicated 43 1 Unit Price Work -- claims 1193 definition of 142 general 11 9, 14 1, 145 Unit Prices -- general 11 3 1 Determination for „ „ 9 10 Use of Premises 6 16, 6 18, 6 30 2.4 Utility owners ( 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 113 Values, Schedule of „ ,2 6, 2 8-2 9, 14 1 EICDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) 0 C LJ Variations in Work --Minor Authorized 6 25, 6 27, 9 5 Article or Paragraph Number Visits to Site --by ENGINEER_ 92 Waiver of Claims --on Final Payment 1415 Waiver of Rights by insured partiq. , 5 11,611 Warranty and Guarantee, General --by CONTRACTOR 630 Warranty of Title, CONTRACTOR's 143 Work -- Access to 132 by others, 7 Changes in the 10 Continuing the, 629 CONTRACTOR May Stop Work or Terminate j5 5 Coordination of .74 Cost of the, 114-115 definition of „ 1 43 neglected by CONTRACTOR 13 14 other Work 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, ,. ... 24 Stopping by CONTRACTOR 155 Stopping by OWNER „ ,15 1-15 4 Variation and deviation authorized, minor , � 6 Wcrk Change Directive -- claims pursuant to JO 2 definition of t 44 principal references to 3 5 3, 10 1-10 2 Written Amendment -- definition of 145 principal references to ,1 10, 3 5, 5 10,15 12, 662, 682, 619, 10 1, 104, 112, 12 1, 13 122, 1472 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, 112, 13 14 >v EICDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) (This page left blank intentionally) xvi EICDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) IN GENERAL CONDITIONS ARTICLE 1—DEFINITIONS 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 12 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 13 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 14 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 15 Bid —The offer or proposal of the bidder submitted on the prescribed form setting forth the prices for the Work to be performed 16 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) 17 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 19 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. 110 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 EICDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) 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. I It 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 119 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 (i) 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. 114 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 ENGNEER'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 furnished 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. 116 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 117 ENGINEER —The person, firm or corporation named as such in the Agreement 118 ENGINEER's Consultant —A person, firm or corporation having a contract with ENGINEER to furnish services as ENGINEER's independent professional associate or consultant with respect to the Project and who is identified as such in the Supplementary Conditions 119 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 120 General Requirements --Sections of Division 1 of the Specifications 121 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 Regulatons--Any and all applicable laws, rules, regulations, ordinances, codes and orders of any and all governmental bodies, agencies, authorities and courts having jurisdiction 122 b Legal Holidays --shall be those holidays observed by the Citv of Fort Collins 123 Liens --Liens, charges, security interests or encumbrances upon real property or personal property 124. 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 125 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. 126 Notice to Proceed --A written notice given by OWNER to CONTRACTOR (with a copy to ENGNEER) 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 127. 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 128 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 129 PCBs --Polychlorinated biphenyls 130 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. 131 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 132 a Radioactive Materral—Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of FJCDC 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 Reerdar Working Hours —Regular workine hours are defined as 7 OOam to 6 OOpm unless otherwise specified in the General Requirements 133 Resident Project Representative —The authorized representative of ENGINEER who may be assigned to the site or any part thereof 134 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 135 Shop Draivmgs—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 136 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 137 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 138 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 ENGNEER'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 139 Supplementary Conditions —The part of the Contract Documents which amends or supplements these General Conditions. 140 Suppher--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. 141 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 K materials electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, sewage and drainage removal, traffic or other control systems or water 142 Unit Price Work —Work to be paid for on the basis of unit prices 143 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 144 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 2 145 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: 21 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 furnish 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 fiimished, upon request, at the cost of reproduction Commencement of Contract Times, Notice to Proceed: 23 The Contract Times will commence to inn on the thirtieth day after the Effective Date of the Agreement, or, EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) 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 Insvp"tv.,111*hp, CR1q.#APi* Times ef-Bid opening er the ..«.e.t. da .,ate_ th cap D ate ef4he n, efn hish.,. , da Starting the Work: 24 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: 25 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 26 Within ten days after the Effective Date of the Agreement (unless otherwise specified in the General Requirements), CONTRACTOR shall submit to ENGINEER for review 26.1 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 27 Before any Work at the site is started, CONTRACTOR and shall eaeh deliver to the ether OWNER with copies to eae!: additional ifis identified in the guppi " a ENGINEER, 00330 BID SCHEDULE City of Fort Collins 2001 Concrete Project Phase 11- Bid No 5522 Rt: ,ItemNO " r'o4W4 3>n ,i llCBcrifulotgn" 1 °I?I�)I,II Unit yit'iP jit Cantraet Quantity �� %, l�Ogf3'CORerete 1;3 [lint I a°iti T9tnly *' 61401 "No Parking" Sign With Stand Per Day Per Each 1000 S 202 $ 2,02000 61402 Vertical Panel Without Light Per Day Per Each 300 $ 062 $ 19600 61403 Type I Barricade Without Light Per Day Per Each 3000 S 072 $ 2,16000 61404 Type II Barricade Without Light Per Day Per Each 10 S 062 $ 620 61405 1 vpe III Barricade Without Light Per Day Per Each 200 $ 362 $ 72400 61406 Size A Sign With Stand Per Day Per Each 1500 S 155 $ 2,32500 61407 Size B Sign With Stand Per Day Per Each 300 $ 1 71 S 51300 61408 Sae A Specialty Sign - Cost of Manufacturing Each 10 $ 7245 $ 72450 61409 Sae B Specialty Sign - Cost of Manufacturing E mh 10 $ 7763 $ 77630 614 10 Cone With Reflective Strip Per Day Per Each 500 S 067 S 33500 614 11 Safety Fence Per Day Pcr Roll 25 $ 5 18 $ 12950 614 12 Light - Steady Bum Per Day Per Each 30 S 036 $ 1080 614 13 Light - Flashing Per Day Per Each 1000 $ 0 16 $ 36000 614 14 Advance Warning Flashing - or Sequencing Arrow Panel Per Day Per Each 20 $ 8280 S 1,65600 614 15 Traffic Control Supervisor Per Day 60 $ 36225 $ 21,735 00 614 16 Traffic Control Supervisor Per I lour 150 $ 3623 $ 5,434 50 614 17 Flagging Per Hour 1500 S 2070 $ 31,050 00 dPOTAL COST "E'F'r �7r < n : *w, u, ,'t»fi� y'+*, T, ", .S ',, , 770,95018 Seven Hundred S eventy Thousgnt rime Hundred Fi ty and F ¢ht Cent, Signed Address Company Check One Indrodual Doing Business in Company Name /' I-owation Partnership Phone/faa t � 1313 Elue Spruce Dm _ _ _ 3 Fort Collins- CO 80524 Page 2 of certificates of insurance (and other evidence of insurance requested by OWNER) which CONTRACTOR an" ^" ' "�'�'—�a�' ]s required to purchase and maintain in accordance with paragraphs 5 4, `ram-6 5-7 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: 29 Unless otherwise provided in the Contract Documents, at least ten days be f _e submission of the fits 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 I - 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., 31 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 32 It is the intent of the Contract Documents to EICDC GENERAL CONDITIONS 1910-8 (1990 Edinon) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4P1000) describe a functionally complete Project (or part thereof) 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, 33 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 I 0 C� V8 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) 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 34 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 Pi olect 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: 15 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, 3.52. a Change Order (pursuant to paragraph 10 4), or ESCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) 3 5.3 a Work Change Directive (pursuant to paragraph 10 1). 36 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 6 3 ENGINEER's written interpretation or clarification (pursuant to paragraph 9 4) Reuse of Documents: 37 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 ENGSNEER's Consultant, and (u) 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 41 OWNER shall furnish, as indicated in the Contract Documents, the lands upon wluch the Work is to be performed, rights -of -way and easements for access thereto, and such other lands which are designated for the use � nof CONTRACTOR , t�-v�'Y iRD hall ii h l ONT-D Ay`T R .rciii a eeffe state ..t of re, ere legal title and legal deseription F th iatick upon `.'.'i ish the \T/eFk to b p eFmed—aQ me st of—er—fling a mechanic's lien nst such lan land ., z acee 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 celay in OWNER's furnishing these lands, rights -of - way or easements, CONTRACTOR may make a claim therelor as provided in Articles 11 and 12. 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 12 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 4221. 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 4222 other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings, or 4223 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 4232 is of such a nature as to require a change in the Contract Documents, or 4233 differs materially from that shown or EJCDC GENERAL CONDITIONS 1910-8 (1990 Edmon) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) indicated in the Contract Documents, or 4234 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 425 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 426 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 426 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; 4262 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, 4263 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 119, and 4264 CONTRACTOR shall not be entitled to any adjustment in the Contract Price or Times if, 4264.1 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 F! v g. submission of a bid or becoming bound under a negotiated contract, or 42642 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 42643 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 11 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: 43 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, (n) locating all Underground Facilities shown or indicated in the Contract Documents,(iu) 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, 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 required by paragraph 6 23), identify the owner of such Underground Facility and E]CDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) give written notice 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 I 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: 44 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: 45 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. WOMEN • .. V ,. FJCDC GENERAL CONDITIONS 1910-3 (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 fadhfiil 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 Remsurmg Companies" as published in Circular 570 (amended) by the Audit Staff, Bureau of Government Financial Operations, US Treasury Department All Bonds signed by an agent must be accompanied by a certified copy of such agent's authority to act 52 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 53. Licensed Sureties and Insurers; Certificates of Insurance: 53 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. n"'*'o ..= IEFish all !1!*AIlF -• _ . IN CONTRACTOR's Liability Insurance: 14 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 furnished 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, 5A3 claims for damages because of bodily injury, sickness or disease, or death of any person other than CONTRACTOR's employees, TrccaixnTxci ccmmc.g csm$a ..v—oy-vvscorrtarT personal ifijufy liability eeverage rl.ieh are, gustained � person as -a Fesult.,f nn Firr ..re dirpe«ly or indiFectly related to the employment of ssuGh�son� by GONTD�.. employment er (6) by ether_ peme�.. F f., ether reason- �•� •ova 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, a5 4 9 include completed operations insurance, s EJCDC GENERAL. CONDITIONS I910-8 11190 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) 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) OWNER's 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 ONVI ER's own liability insurance as will protect OWNER against claims which may arise from operations under the Contract Documents Properly Insurance: 5-6-Unless otherwise pfevided in the Supplementaty - Gandlflnn^ nIxrNion shall purehase alla ffialiltaiPFGpe deedu !ible—amounts e as may be provided iH the Sappl §b 1 •nelade the interests of —OWNER, CONTRACTOR, Stibeentraeters, EN61}•FE , e s doe ed to have an ifisurable &va , hal_ r,,, t...t-- ., instifea additionalan -541—he— Rtten en a $alldef'S ls;isl 'all rlsi£ er e s1ifistifaftee-fer physieal less of and th eevefage, water daniage, and sueh ether perils as may b speeitieally required by the Supplerrienuify Conditions, 5 63 inelude rred in the ire repair o insured property kn k eluding but not 1 a f and charges Hof engineers and arehAeels),' :.. ---- i... -.... war ��.�-.� 00 f�.10-1. yid !�R117M 59 OWNER shall not be responsible for purchasing and maintaining any property insurance to protect the interests of CONTRACTOR, Subcontractors or others in • EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) 10 W/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) 7 '/ 311 less o th the Ie er D.e ::ale ����.�ted eet o part thereof F..ern fire .. ausea b arising eut eF e.. resulting other insured per!! a re.l by the an), prapefty nisunmee D.e.eLE maintained ♦heFee f by on OWNER eeinpleted OF during— part to partial utilization Pursuant paragraph 14 10, after SuI ' aa1 — III an paragraph pwsu.,..t to paragraph 14 13 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 and, if required n _edit in Ring by n paFt n ig4F fid `n� shall give bend —FfoF I pEoper perfefmance of such 'ttrtte5 Acceptance of Bonds and Insurance; Option to Replace: 5 14 If a ti,n_ paFl , (OV,WER or CONTRACTOR) CTOR) OWNER has any objection to the coverage afforded by or other provisions of the Bends ee insurance required to be purchased and maintained by the ether —party CONTRACTOR in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the OWNER will notify CONTRACTOR in writing within ten fifteen days after reeeipt dehv of the certificates requested] to OWNER as required by paragraph 2 7 nxxtnfPR and CONTRACTOR shall each provide to th ether sueh additional tof6fmatien in respect of insuranse provided as the oche_ . ;ay—: easenably—i-equesf if erther p"Qeea insuranee _e d of ^h part., b the Cont_aet nit,.. n t .rid. patty shall n^..a, «l.n ^tide_ Patty in Work, of of , ueh F d.._n «..... ntn.n .. Ftef ton y nt.n..ge the regUi=ed Beverage—Watho^ua r J idiee to ^tide _i,=ht or ...e d., the tithe_ ..en , may eieet «.. ..I.tn.,n a .nlnn4 G--VRIGT �T.. u� a. vZcroo.uTi1 ti^IIvT,'iRrilR R,•nonds-oc_nrSn _rwr.ce to"prottnt suesueh etheF pa ,'.... Trim«, ...d a Change Qr deF shall be issued to adjust the [�,... ti..'t'o_. «.7...,.1. r.�..azroc-r1J'va.a to-csviCr�.zr:c aeee 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 EiCDC GENERAL. CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) 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 Super vision and Superintendence: 61 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 62 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 extraoidurary circumstances The superintendent will be CONTRACTOR's 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• 63 CONTRACTOR shall provide competent, suitabN 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 43 hours in advance of any Work to be erP formed on Saturday. Sunday. Holidays or outside the Rei;ulai Working Hours 11 64 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 Citv's 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 642 Cement Restrictions City of Fort Collins Resolution 91-121 requires that suppliers and producers of cement or products containing cement to certify that the cement was not made in cement kilns that burn hazardous waste as a fuel 65 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 (mcludmg 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, of and conditioned in accordance with instructions of the applicable Supplier, except as otherwise provided in the Contract Documents Progress Schedule: 66 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 EiCDC GENERAL CONDITIONS 1910-5 (1990 Edition) 12 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 12 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 furnish 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 a 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 13 CONTRACTORSs Expense Alt data to be provided by CONTRACTOR in support of any proposed "or -equal" or substitute item will be at CONTRACTOR' expense 672 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 12 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 12 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 CONTRACTOR' expense a special performance guarantee or other surety with respect to any "or -equal" or substitute ENGINEER will record time required by ENGINEER and ENGINEER's Consultants in evaluating substitutes proposed or submitted by CONTRACTOR pursuant to paragraphs 6 7 12 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 6_.8. 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 riot 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 EJCDC GENERAL CONDITIONS 1910-11(1990 EI,I on) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) 6_9. 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 Dercent of the Contract Price 6 8 2 ff--the Supplemen•^r Condition Biddm 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" .... ..........J ...,.............,- OWNER's or ENGINEER's acceptance (either in writing or by fading to make written objection thereto by the date indicated for acceptance or objection in the bidding documents or the Contract Documents) of basis of reasonable tian after due investigittien, .41. 1110hieth ease CONTRACTOR shall submit an acceptable substitute, the Gent —met o_. ....II he d listed by the d4eFenee the cos si a by avJvn u-vJ-.-nc�n-ss.,.c..cam-iir-mv-ovaraccm�v�.c�-a-oT w1"r—bsQe�s ^"— eirAn3ena^a=.�d�lgred will 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 anoroval 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 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 anv subcontractor, supplier or other person or organization evidence of amounts paid to CONTRACTOR in accordance with CONTRACTOR'S "Applications for Pavment" 13 4 C I I I LJ SECTION 00500 AGREEMENTFORMS 00520 Agreement 00530 Notice to Proceed 692 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 610 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 611. All Work performed for CONTRACTOR by a Subcontractor or Supplier will be pursuant to an appropriate agreement between CONTRACTOR and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of OWNER and ENGINEER ALlieneye- any such agFeenien is with a Sube0ntFa6tE)F E)F Supplief who is listed as an ndditional InSffedE)H h ffep fft , , idea . 5 7 he r' O lie idd+tiena�tesared v nil Insseq and damages caused by .7crJ6CasG-v�¢cr . . -- .. .. -. ­ .... _....-. --. ­ Supplier, GONTRAGTOR will ebtain the same Patent Fees and Royalties: 612 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, ENGINEER's Consultants and the officers, directors, employees, agents and other consultants of each and any of them from and against all claims, costs, losses and damages arising out of or resulting from any 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 E1CDC GENERAL CONDITIONS 1910-8 (1990 Edition) 14 w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) Perinas- 613 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. Laivs and Regulations: 6 141 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: 615 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 protect 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 I 0 A 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 protect 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 reference 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: 620 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 +he site, and 6 20 3 other property at the site or adjacent thereto, mcluding trees, shrubs, lawns, walks, pavements, ioadways, structures, utilities and Underground Facilities not designated for removal, relocation or i epiacement 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 L` t; 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, 623 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 EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) 16 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 625 1 1 all field measurements, quantities, dimensions, specified performance criteria, installation requirements, materials, catalog numbers and similar information with respect thereto, 625 12 all materials with respect to intended use, fabrication, shipping, handling, storage, assembly and installation pertaining to the performance of the Work, and 62513 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 CONTRACTOR's 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 626 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 N. n 9� K i1 U 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 4uch 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 627 ENGINEER's 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 vir ting 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 1 628 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 wiiting 6.30. CONTRACTOR's General Warranty and Guarantee: 6 30 1 CONTRACTOR warrants and guarantees to j 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 6.3011 abuse, modification or improper maintenance or operation by persons other than CONTRACTOR, Subcontractors or Suppliers, or 630 12 normal wear and tear under normal i 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 EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) 1 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, 63022 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, 63024 use or occupancy of the Work or any part thereof by OWNER, 63025 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; 63027 any inspection, test or approval by others, or 63028 any correction of defective Work by OWNER Indemnification. 631 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 (it) 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 632 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 famish 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 633 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: 634 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: 71, OWNER may perform other work related to the Project at the site by OWNER's 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 (u) CONTRACTOR may make a claim therefor as provided in Articles 1 I 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 72 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's 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 EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) 18 w/ CITY OF FORT COLLINS MODIFICATIONS (REV 42000) provisions for the benefit of CONTRACTOR in said direct contracts between OWNER and such utility owners and other contractors 73 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: 74 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. 74 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, 742 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 82 In case of termination of the employment of ENGINEER, OWNER shall appoint an engineer against "`Ii.om CONTRACTOR _-.::_.nakes n a noble al.,a,.t..... 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 14A and 14 13 84 OWNER's duties in respect of providing lands and easements and providing engineering surveys to establish reference points are set forth in paragraphs 4 1 and 44 Paragraph 42 refers to OWNER's 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 14 pf; e t, L H N n structures at or contiguous to the site that have been utilized by ENGINEER in preparing the Contract Documents nutnrvn'... .a .. I...l..l.f.. �...7 .. ..a.f.. . ..e« 816, OWNER is obligated to execute Change Orders as inI dicated in paragraph 10 4 80 OWNER's responsibility in respect of certain inspections, tests and approvals is set forth in paragraph 13 4 1 818 In connection with OWNER's right to stop Work or suspend Work, see paragraphs 13 10 and 15 I Paragraph 152 deals with OWNER's right to terminate services of CONTRACTOR under certain circumstances I 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 Petroleum, 1-1az2rdeus Waste er D �,I Art 1 a RF FPYFalPd_At thR f •-«�-vzm�ri I PaFargapl'-c 8 1-1 if a to the extent numrvn has agreed a,...... co^T �� OR reasenehle evd ienee that finaneta! ARTICLE 9—ENGINEER'S STATUS DURING CONSTRUCTION OWNER's Representative: 91 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: 921 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 expenenced and qualified design professional the progress I EiCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) I 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 ENGINEEWs 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 La comply with ws and Regulations applicable to the furnishing or performance of the Work Project Representative: 93 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 93 and 913 and in the Stipplement^^, Eenditien 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 the Supplemefitafy Condition parauaph 9 3 932 Duties and Responsibilities Representative will 9 3 2 1 Schedules - Review the progress 19 sli schedule and other schedules prepared by the CONTRACTOR and consult with the ENGINEER conceming acceptability 9 3 2 2 Conferences and Meeting - Attend meeting with the CONTRACTOR such as preconstruction conferences, progress meetings and other lob conferences and prepare and circulate copies of minutes of meetings 9 3 2 3 Liaison 9323 1 Serve as ENGINEER'S liaison with CONTRACTOR, working principally through CONTRACTOR'S superintendent to assist the CONTRACTOR in understanding the Contract Documents 93232 Assist in obtaining from OWNER additional details or information, when required, for proper execution of the Work 9323 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, Rejection 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 m accordance with the Contract Documents 93243 Accompanv visiting inspectors representing public or other agencies having jurisdiction over the Project, record the results of these inspections and report to the ENGINEER. 9325 Interpretation of Contract Documents Report to ENGINEER when clarifications and interpretations of the Contract Documents are needed and transmit to CONTRACTOR clarification and interpretation of the Contract Documents as issued by the ENGINEER 9326 Modifications Consider and evaluate CONTRACTOR'S suggestions for 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 documents 9 3 2 8 Reports 9328 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 shoo Drawing and sample submittals 93282 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 93284 Report immediately to ENGINEER and OWNER the occurrence of anv 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 I 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 93210 1 Before ENGINEER issues a Certificate of Substantial Completion, submit to CONTRACTOR a list of observed items requiring correction or completion 932102 Conduct final inspection in the company of the ENGINEER, OWNER and CONTRACTOR and prepare a final list of items to be corrected or completed 932103 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 93 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 a 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 i EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) 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 Authorizer! Variations in Work: 95 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: 96 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: 97 In connection with ENGINEER's authority as to Shop Drawings and Samples, see paragraphs 6 24 through 6.28 inclusive 98 in connection with ENGINEER's authority as to Change Orders, see Articles 10, 11, and 12, 99 In connection with ENGINEER's authority as to Applications for Payment, see Article 14 Determinations jar 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 ENGINEER's preliminary determinations on such matters before rendering a written decision thereon (by recommendation of an Application 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 (it) 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 1 I 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 16, or (it) 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 EJCDC 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 912. 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 pufsua- F � 9.13. Linutations 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 0 0 0 CI r K� i I responsibility set forth in this paragraph 9 13 shall also apply to ENGINEER's Consultants, Resident Project Representative and assistants i I ARTICLE 10—CHANGES IN THE WORK 101 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 otI herwise specifically provided) 102 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 11 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 orl in the case of uncovering Work as provided in paragraph L3 9 I 10.4 OWNER and CONTRACTOR shall execute appropriate Change Orders recommended by ENGINEER (or Written Amendments) covering 10.41 changes in the Work which are (i) ordered by OWNER pursuant to paragraph 10 1, (it) required because of acceptance of defective Work under paragraph 13 13 or correcting defective Work under paragraph 13 14, or (ui) agreed to by the parties, 1042 changes in the Contract Price or Contract i Times which are agreed to by the parties, and 1043 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. i 105. If notice of any change affecting the general scope of tI he Work or the provisions of the Contract Documents I EICDC GENERAL CONDITIONS I910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) (including, but not limited to, Contract Pnce 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 ARTICLE 11—CHANGE OF CONTRACT PRICE 111 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 claimant's 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 112 113 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: 113 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 9 SECTION 00520 AGREEMENT THIS AGREEMENT is dated as of the 30th day of March in the year of 2001, and shall be effective on the date this AGREEMENT is signed by the City The City of Fort Collins (hereinafter called OWNER) and Vogel Concrete, Inc (hereinafter called CONTRACTOR) OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows ARTICLE 1 AGREEMENT RENEWAL & WORK 11 Renewal This Agreement is a renewal of the Agreement entered into between the parties on the 21' day of July, 2000, entitled Specifications and contract Documents for Concrete Project, Phase II, Bid No 5522, City of Fort Collins (hereinafter called The 2000 CONTRACT) and all portions of the 2000 contract incorporated into this Agreement by reference herein shall be read and interpreted as if the same were attached hereto This renewal is authorized pursuant to Addendum #1 Contract Documents, of the 2000 CONTRACT This Agreement shall be effective on the date this Agreement is signed by the City, and shall continue in full force and effect until July 31, 2001, unless sooner terminated as provided by the Contract Documents At OWNER's option, this Agreement may be extended for one (1) additional one-year period ARTICLE 2 ENGINEER The Protect has been designed by City of Fort Collins, Engineering, who is hereinafter called E ENGINEER and who will assume all duties and responsibilities and will have the rights and authority assigned to ENGINEER in the Contract Documents in connection with completion of the Work in accordance with the Contract Documents ARTICLE 3 CONTRACT TIMES 3 1 The Work shall be Substantially Complete within 50 days after the date when the Contract Times commence to run as provided in the General Conditions and completed and ready for Final Payment and Acceptance in accordance with the General Conditions within 55 days after the date when the Contract Times commence to run 3 2 Liquidated Damages OWNER and CONTRACTOR recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not completed within the times specified in paragraph 3 1 above, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions 9 I paragraphs 119 1 through 119 3, inclusive), 113 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 116 2), 1133 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 113 2, on the basis of the Cost of the Work (determined as provided in paragraphs 11 4 and 11 5) plus a CONTRACTOR's fee for overhead and profit (determined as provided in paragraph 11 6) Cost of the Work: 114 The term Cost of the Work means the sum of all costs necessanly 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 115 114 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 include -but -net 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 fetifemenbenefits, bonuses, stek leave, eats,.n and helix,..z 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 11A 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 114 3 Payments made by CONTRACTOR to the Subcontractors for Work performed or furnished by Subcontractors If required by OWNER, 24 FJCDC 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, 115, 116 and 117. All subcontracts shall be subject to the other provisions of the Contract Documents insofar as applicable 1144 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 1145 Supplemental costs including the following 1145 1 The proportion of necessary transportation, travel and subsistence expenses of CONTRACTOR's employees incurred in discharge of duties connected with the Work 11452 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 1145 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 11454 Sales, consumer, use or similar taxes related to the Work, and for which CONTRACTOR is liable, imposed by Laws and Regulations 1 1 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 11456 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 If, 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 116 2 11457 The cost of utilities, fuel and sanitary facilities at the site 1145.8 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 11459 Cost of premiums for additional Bonds and insurance required because of changes in the Work 115. The term Cost of the Work shall not include any of the following 115.1. Payroll costs and other compensation of CONTRACTOR's 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 CONTRACTOR's principal or a branch office for general administration of the Work and not specifically included in the agreed upon schedule of lob classifications referred to in paragraph 114 1 or specifically covered by paragraph 11.4 4--all of which are to be considered administrative costs covered by the CONTRACTORS fee. 115.2 Expenses of CONTRACTOR's principal and branch offices other than CONTRACTOR's office at the site 115 3 Any part of CONTRACTOR's capital a 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 Iinsurance whether or not CONTRACTOR is required by the Contract Documents to purchase and maintain the same (except for the cost of premiums covered by a subparagraph 11 4.5 9 above) i i I i EiCDC GENERAL CONDITIONS I9I0.8 (1990 Edition) a w/ GITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) I 115 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 114 116 The CONTRACTOR's fee allowed to CONTRACTOR for overhead and profit shall be determined as follows 116 1 a mutually acceptable fixed fee, or 1 1 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 1 1 6 2 1 for costs incurred under paragraphs 114 1 and - 1142, the CONTRACTOR's fee shall be fifteen percent, It 622 for costs incurred under paragraph 114 3, the CONTRACTOR's fee shall be five percent, 1 1 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 114 1, 114 2, 114 3 and 116 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 114 1 and 114 2 and that any higher tier Subcontractor and CONTRACTOR will each be paid a fee effive percent of the amount paid to he nex4 law. Subeentraetef, to be negotiated in food faith with the OWNER but not to exceed five percent of the amount naid to the next lower her Subcontractor 11624 no fee shall be payable on the basis of costs itemized under paragraphs 1 14.4, 114.5 and 11 5, 11625 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 CONTRACTOR' fee by an amount equal to five percent of such net decrease, and 11626 when both additions and credits are involved in any one change, the adjustment in CONTRACTOR's fee shall be computed on the basis of the net change in accordance with paragraphs 116 2 1 through 116 2 5, inclusive. 117 Whenever the cost of any Work is to be 25 determined pursuant to paragraphs 114 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 vnth supporting data Cash Allowances: 1 18 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 1181 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 118 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: 119 1 Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Pnce 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 119.3.OWNER or CONTRACTOR may make a claim for an adjustment in the Contract Price in accordance with Article 1 1 if. 1193 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 11932 there is no corresponding adjustment with respect to any other Item of Work, and 1193 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 11934 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-CHANCE OF CONTRACT TIMES 121 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 1 122 All time limits stated in the Contract Documents are of the essence of the Agreement 123 Where CONTRACTOR is prevented from completing any part of the Work within the Contract Times (or Milestones) due to delay beyond the control of CONTRACTOR, the Contract Times (or 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 LI' I Ii K I 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 CONTRACTOR's 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 byj or within the control of the CONTRACTOR, or (it) 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 Iother contractors performing other work as contemplated by Article 7 1 ARTICLE 13—TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK I I 13i1. 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 inthis Article 13 Access to Work: 13 2 OWNER, ENG WEER, ENGINEER's Consultants, other representatives and personnel of OWNER, independent testing laboratories and governmental agencies with jurisdictional interests will have access to the Work at easenabr�,o able times for their observation, inspecting and testing CONTRACTOR shall provide them proper and safe conditions for such access and advise them of CONTRACTOR's 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 1 134 OWNER shall employ and pay for the services of an I independent testing laboratory to perform all inspections, tests, or approvals required by the Contract Documents except 1341. for inspections, tests or approvals covered by paragraph 13 5 below; 11342 that costs incurred in connection with tests or inspections conducted pursuant to paragraph 13 9 I EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) I I I 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 OWNER's and ENGNEER's acceptance of materials or equipment to be incorporated in the Work, or of materials, mix designs, or equipment submitted for approval prior to CONTRACTOR's 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 137 Uncovering Work as provided in paragraph 13 6 shall be at CONTRACTOR's expense unless CONTRACTOR has given ENGINEER timely notice of CONTRACTOR's 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 CONTRACTOR's expense 139 If ENGINEER considers it necessary or advisable that covered Work be observed by ENGINEER or inspected or tested by others, CONTRACTOR, at ENGNEER's request, shall uncover, expose or otherwise make available for observation, inspection or testing as ENGINEER may require, that portion of the Work in question, furnishing all necessary labor, material and equipment 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 Article I I 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 R 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 I 1 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 Defective 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 ere 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 (it) 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 EJCDC GENERAL. CONDITIONS 1910-8 (1990 Edition) 28 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 eee 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 I 1 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 fads 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 I 1 Such claims, costs, losses and UR F M H I 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 O WNER's rights and remedies hereunder ARTICLE 14—PAYMENTS TO CONTRACTOR AND COMPLETION Schedule of values: 1 141 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. I for Progress Payment 1412 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 matenals 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 retamage with respect to progress payments will be as stipulated in the et sea 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 Applicadonsfor Progress Payment: 14.4' ENGINEER will, within ten days after receipt of eachApplication for Payment, either indicate in writing a I i EICDC GENERAL CONDITIONS 1910-8 (1990 Edition) ,v/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) i I I 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 145 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 (it) 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 146 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 147 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 R 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 147.1 the Work is defective, or completed Work has been damaged requiring correction or replacement, 1472 the Contract Price has been reduced by Written Amendment or Change Order, 1473 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 1478. 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: 148. 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 EICDC GENERAL CONDITIONS 1910-5 (1990 Edmon) 30 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 149 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: 1410 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 (u) 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 OWNER 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. £tl 1� �1'7 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 u1 respect of property insurance Inspection: 14 } 1 Upon written notice from CONTRACTOR that the entire Work or an agreed portion thereof is complete, EN VEER will make a final inspection with OWNER andl CONTRACTOR and will notify CONTRACTOR in writing of all particulars in which this inspection reveals thatlthe Work is incomplete or defective CONTRACTOR shall immediately take such measures as are necessary to complete such work or remedy such deficiencies Finhl Application for Payment. 14 ]2 After CONTRACTOR has completed all such corrections to the satisfaction of ENGINEER and delivered in laccordance with the Contract Documents all maintenance and operating instructions, schedules, guarantees, Bonds, certificates or other evidence of insu ante required by paragraph 5 4, certificates of insp ction, marked -up record documents (as provided in par aph 6 19) and other documents, CONTRACTOR may make application for final payment following the proc dure 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, (u) 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 to connection with the Work In lieu of such releases or waivers of Liens and as approved by OWNER, CO TRACTOR 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 (it) all payrolls, material and equipment bills, and other indebtedness connected with the Work for which OWNER or OWNER's property might in any way be responsible have been paid or otherwise satisfied If any Subcontractor or Supplier fails EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 412000) to furnish such a release CONTRACTOR may furnish a satisfactory to OWNER to and any Lien Releases or waivers c Final Payment and Acceptance: 14 13 If, on the basis of ENGIN the Work during construction and ENGINEER's review of the final AI and accompanying documentation Contract Documents, ENGINEER Work has been completed and C( obligations under the Contract D fulfilled, ENGINEER will, within to the final Application for Payment ENGINEER's recommendation of the Application to OWNER for pe time ENGINEER will also give writ and CONTRACTOR that the Worb to the provisions of paragraph ENGINEER will return thi CONTRACTOR, indicating in wr refusing to recommend final payi CONTRACTOR shall make the nec resubmit the Application Thirty da) OWNER of the Application documentation, in appropriate fore with ENGINEER's recommendat acceptability, the amount recommei will become due and will be p CONTRACTOR subject to oaraei General Conditions 1414 If, through no fault of Cl completion of the Work is signific ENGINEER so confirms, OWNER CONTRACTOR's final Applicatio recommendation of ENGINEER, ani the Agreement, make payment of th( portion of the Work fully completed remaining balance to be held by O) fully completed or corrected is les stipulated in the Agreement, and furnished as required in paragraph 5 of the surety to the payment of the portion of the Work fully completed submitted by CONTRACTOR to E Application for such payment Su made under the terms and condir payment, except that it shall not c( claims Waiver of Claims: 14 15 The making and acceptance constitute 14 15 1 a waiver of all claims CONTRACTOR, except cl unsettled Liens, from defective receipt in full, or other collateral OWNER against .ER's observation of final inspection, and Aication for Payment as required by the is satisfied that the NTRACTOR's other icuments have been 1 days after receipt of indicate in writing )ayment and present anent At the same :n notice to OWNER is acceptable subject 1415 Otherwise, Application to ting the reasons for ient, in which case ,ssary corrections and s after presentation to and accompanying and substance and on and notice of ded by ENGINEER id by OWNER to NTRACTOR, final fitly delayed and if iall, upon receipt of for Payment and without terminating balance due for that and accepted If the NER for Work not than the retainage Bonds have been the written consent lalance due for that id accepted shall be 4GNEER with the I payment shall be ns governing final jstitute a waiver of final payment will OWNER against arising from k 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 14152.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 more 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: 152 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), mcorporate in the Work all materials and equipment stored at the site or for which OWNER has paid 32 EICDC 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 153 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 154 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 fads to act on any Application for Payment within thirty days after it is submitted or OWNER fails for thirty days to pay CONTRACTOR any sIm 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 tol 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, C - NTRACTOR 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 mtended to preclude CONTRACTOR from making claim under Articles 11 and 12 for an increase in Contract Price orl Contract Times or otherwise for expenses or damage directly attributable to CONTRACTOR's stopping Work as petmltted by this paragraph ARTICLE 16--DISPUTE RESOLUTION aIf and to the extent that OWNER and CONTRACTOR hate agreed on the method and procedure for resolving disputes between them that may anse under this Agreement, such dispute resolution method and procedure, if �ny, 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, anc- 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 Gwing Notice - 171 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. 17.2I. Computation of Time: 117 2.1. When any period of time is referred to in the Contract Documents by days, it will be computed to IF- 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 1 6y the law of the applicable jurisdiction, such day will kre omitted from the computation EJCD✓r GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 42000) 17 2 2 A calendar day of t from midnight to the next day Notice of Claim: 17 3 Should OWNER or CON'I or damage to person or property omission or act of the other party party's employees or agents or oil other party is legally liable, claim to the other party within a reasc observance of such injury or dam this paragraph 17 3 shall not be c for or a waiver of the provisions c of limitations or repose Cumulativ 174 The duties and obligatio. General Conditions and the rights hereunder to the parties hereto, E without limitation, the warrant obligations imposed upon paragraphs 6 12, 6 16, 6 30, 6 31, 6 14 3 and 15 2 and all of the rights ; to OWNER and ENGINEER there to, and are not to be construed in a of, any rights and remedies availabl which are otherwise imposed or ; Regulations by special warranty or provisions of the Contract Docume of this paragraph will be as eft specifically in the Contract Docum( each particular duty, obligation, ngl they apply Professional Fees and Court Costs 175 Whenever reference is i losses and damages", it shall inch be limited to, all fees and charges attorneys and other profession arbitration or other dispute resolut hours measured will constitute a LACTOR suffer injury because of any error, or of any of the other erg for whose acts the vill be made in writing table time of the first ge The provisions of nstrued as a substitute any applicable statute imposed by these d remedies available d, in particular but s, guarantees and )NTRACTOR by ?, 13 1, 13 12, 13 14, d remedies available rider, are in addition way as a limitation to any or all of them ailable by Laws or uarantee or by other s, and the provisions ;trve as if repeated is in connection with and remedy to which le to "claims, costs, in each case, but not engineers, architects, and all court or costs. the Work to the extent of not t'ecs than Rn nerrent (80%) of each type or class of Ilabor classifications of skilled and common in the several labor employed on the protect Colorado labor means any person who is a bona fide resident of the State of Colorado at the time of employment, without discrimination as to race color, creed. age, religion or sex They also recognize the delays, expenses and difficulties involved in proving in a legal proceeding the actual loss suffered by OWNER if the Work is not completed on time Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as penalty) CONTRACTOR shall pay OWNER the amounts set forth hereafter 1) Substantial Completion One Thousand Dollars ($1,000 00) for each working day or fraction thereof that expires after the fifty (50) working day period for Substantial Completion of the Work until the Work is Substantially Complete 2) Final Acceptance After Substantial Completion, Five Hundred ($500 00) for each working day or fraction thereof that expires after the five (5) working day period for Final Payment and Acceptance until the Work is ready for Final Payment and Acceptance aARTICLE 4 CONTRACT PRICE 41 OWNER shall pay CONTRACTOR for performance of the Work in accordance with the Contract Documents in current funds as follows Seven Hundred Seventy Thousand Nine Hundred Fifty Dollars and Eighteen cents ($770,950 18) in accordance with Section 00300, attached and incorporated herein by this reference ARTICLE 5 PAYMENT PROCEDURES aCONTRACTOR 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 aGeneral Conditions d 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 s' 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 rN 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 payment 34 EJCDC GENERAL CONDITIONS 1910-6 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) V page left blank intentionally ) EIC C GENERAL CONDITIONS 1910-8 (1990 Edition) 35 w/ C TY OF FORT COLLINS MODIFICATIONS (REV 4/2000) 36 EICDC GENERAL CONDITIONS 1910-3 (1990 Edmon) w/CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) C' GC -A to General Conditions the Construction Contract Between and CONTRACTOR RESOLUTION AGREEMENT OWNER and CONTRACTOR hereby agree that icle 16 of the General Conditions of the Construction itract between OWNER and CONTRACTOR is ,nded to include the following agreement of the parties 161 All claims, disputes and other matters in stion between OWNER and CONTRACTOR arising of or relating to the Contract Documents or the breach eof (except for claims which have been waived by the zing or acceptance of final payment as provided by igraph 1415) will be decided by arbitration in )rdance with the Construction Industry Arbitration es of the American Arbitration Association then un rig, subject to the limitations of the Article 16 This :ement so to arbitrate and any other agreement or sent to arbitrate entered into in accordance herewith as vided in this Article 16 will be specifically enforceable er the prevailing law of any court having jurisdiction 16 2. No demand for arbitration of any claim, dispute other matter that is required to be referred to tIGINEER initially for decision in accordance with ,ragraph 9 11 will be made until the earlier of (a) the date i which ENGINEER has rendered a written decision or ) the thirty-first day after the parties have presented their idence to ENGINEER if a written decision has not been ndered by ENGINEER before that date No demand for bitration of any such claim, dispute or other matter will made later than thirty days after the date on which JGINEER has rendered a written decision in respect ereof in accordance with paragraph 9 11, and the failure demand arbitration within said thirty days' period will cult in ENGINEER's decision being final and binding ion OWNER and CONTRACTOR If ENGINEER riders a decision after arbitration proceedings have been diated, such decision may be entered as evidence but will it supersede the arbitration proceedings, except where the cision is acceptable to the parties concerned. No demand r arbitration of any written decision of ENGINEER ndered in accordance with paragraph 9 10 will be made :er than ten days after the party making such demand has livered written notice of intention to appeal as provided paragraph 9 10 163 Notice of the demand for arbitration will be -d in writing with the other party to the Agreement and th the American Arbitration Association, and a copy will sent to ENGINEER for information The demand for titration will be made within the thirty -day or ten-day nod specified in paragraph 16 2 as applicable, and in all ier cases within a reasonable time after the claim, dispute other matter in question has arisen, and in no event shall y such demand be made after the date when institution of ;al or equitable proceedings based on such claim, dispute other matter in question would be barred by the plicable statute of limitations CDC GENERAL CONDITIONS 1910-8 (1990 Edition) CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) 164 Except as providedlin paragraph 16 5 below, no arbitration arising out of or relating to the Contract Documents shall include by consolidation, joinder or in any other manner any other person or entity (including ENGINEER, ENGNEER's Consultant and the officers, directors, agents, employees or consultants of any of them) who is not a party to this contraci unless 16 4 1 the inclusion of such other person or entity is necessary if complete relief is to be afforded among 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 common to those who are already parties to the arbitration and which will arise in such proceedings, and 16 4 3 the written consent; of the other person or entity sought to be included and of OWNER and CONTRACTOR has been obtained for such inclusion, which consent shall make Ispecific reference to this paragraph, but no such consent shall constitute consent to arbitration of any dispute not specifically described in such consent or to arbitration with any party not specifically identified in such consent 165. 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 such Subcontractor as a party to the arbitration between OWNER and CONTRACTOR hereunder CONTRACTOR shall include in all subcontracts required by paragraph 6 11 a specific provision whereby the Subcontractor consents to being joined in an arbitration) between OWNER and CONTRACTOR involving the Work of such Subcontractor Nothing in this paragraph 16 5 nor in the provision of such subcontract consenting to joinder shall create any claim, right or cause of action in favor of Subcontractor and against OWNER, ENGINEER or ENGNEER's Consultants that does not otherwise exist 166 The award rendered lby the arbitrators will be final, judgment may be entered upon it in any court having jurisdiction thereof, and it will not be subject to modification or appeal l 16 7. OWNER and CONTRACTOR agree that they shall first submit any and all unsettled claims, counterclaims, disputes and other matters in question between them arising out of ov (relating to the Contract Documents or the breach thereof ("disputes"), to mediation by the American Arbitration Association under the Construction Industry Mediation Rules of the American Arbitration Association prior to either of them initiating against the other a demand forl arbitration pursuant to paragraphs 16.1 through 166, unless delay in initiating arbitration would irrevocably prejudice one of the parties The respective thirty and ten day time limits within which to file a demand for arbitration as provided in paragraphs 16 2 and 16 3 above shall be suspended with respect to a dispute submitted to mediation within those same applicable time limits and shall remain suspended until ten days after the termination of the mediation. The mediator of any dispute submitted to mediation under this Agreement shall not serve as arbitrator of such dispute unless otherwise agreed GC -AI EICDC GENERAL CONDITIONS 1910-8 (1990 Edition) GC -Al w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/94) u ISECTION 00800 9 SUPPLEMENTARY CONDITIONS 1 ft I f LJ IJ ICJ j LI' C ta3 It i I { r I kgl 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 a 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 0 I it C I N I C �j 5 4.6 The Comprehensive Automobile Liability Insurance policy will have limits of $1,000,000 combined single limits (CSL) 5 4 9 This policy will include completed operations coverage/product liability coverage with limits of $1,000,000 combined single limits (CSL) SC-12 3 Add the following language to the end of paragraph 12.3. Contractor will include in the project schedule 0 days lost due to abnormal weather conditions. It SECTION 00900 ADDENDA, MODIFICATIONS AND PAYMENT 00950 Contract Change Order 00960 Application for Payment Hl- V R V R k K He lJ N R K K CHANGE ORDER NO. PROJECT TITLE: 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 TOTAL PENDING CHANGE ORDER TOTAL THIS CHANGE ORDER TOTAL % OF THIS CHANGE ORDER TOTAL C O % OF ORIGNINAL CONTRACT ADJUSTED CONTRACT COST (Assuming all change orders approved) ACCEPTED BY Contractor's Representative ACCEPTED BY Project Manager REVIEWED BY Title APPROVED BY _ DATE Title APPROVED BY Purchasing Agent over $30,000 cc City Clerk Contractor Project File Architect Engineer Purchasing 9/99 DATE TE TE 1 M aInsert Pages 1 _4 i M N 1 0 9/99 Section 00960 Application for Payment 3 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 ARi ICLE 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 62 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 !f 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 a6 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 Faciidies 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 a 65 CONTRACTOR has correlated the results of all such observations, examinations, investigations, tests, reports and data with the terms and conditions of the Contract Documents V K C § - �z§ \\)�k ( \ ! \ # d k . ! � } ! ! ] \ ) #) ! e= ! 7l73 § § ig k 2 }2 )' 2 � E2 • § /} $! !I $ (' § s § r4 L 9 N .. wwY Yww M w u-i NNwYNw - « - « 4 r- z w N NNw N Z� w .c a E a � � 888888888888888888888888888888858 8 F t c ««oeoeoea000000«»»»»««'e o««o a«o« wwNwNNNNNNwNw Nw N»w... ... Z � a L V �s 3� & 88888888888888$88$888888888888888 $ '8 5 S L T 1 3" 888888888888888888888888888888888 8 5 Y � t 'o 33g a L O i t < g L �p O c9� W 8S8S888SS88ss88 8 88N8S888SS8888S sssssssssssssss� 8SS88S88888S888i 588888885888888 8 8 �a 0 0 G M O � Z �C,' 8 � O G 8 M Z s 2001 CONCRETE PROJECT - PHASE H GENERAL REQUIREMENTS INDEX - SECTION 01010 Summary of Work 01040 Coordination 01310 Construction Schedules 01330 Survey Data 01340 Shop Drawings 01410 Testing 01510 Temporary Utilities 01560 Temporary Controls 01700 Contract Closeout 01800 Method of Measurement and Basis of Payment HE u tu. 0 PAGE NUMBERS General Reqs 1-2 General Reqs 3-4 General Reqs 5-6 General Reqs 7 General Reqs 8-10 General Reqs 11-12 General Reqs 13 General Reqs 14-15 General Reqs 16 General Reqs 17 I aSECTION 01010 SUMMARY OF WORK Q1 1 DESCRIPTION OF WORK A This work shall consist of removal and/or installation of concrete curbs, gutters, sidewalks, crosspans, aprons, drive approaches and pedestrian access ramps on designated streets in the City of Fort Collins Specific locations are a described in Section 3500, Project Map B Protection and Restoration 1 Replace to equal or better conditions all items removed and replaced of damaged during construction Restore all areas disturbed to match surrounding surface conditions Also sec tree protection standards C Construction Hours 1 Construction hours, except for emergencies, shall be limited to 7 00 a in to 5 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 a Owner's costs to providing field engineering and/or inspection services because of such work The cost for field engineering and inspection shall be $50 00 per hour 12 NOTICES TO PRIVATE OWNERS AND AUTHORITIES A Notify private owners of adjacent property, utilities, irrigation canal, and affected governmental agencies when aprosecution of the Work may affect them B Give notification 48 hours in advance to enable affected persons to provide for their needs when it is necessary to atemporarily 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 Enka 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 General Requirements - Page 1 of 17 UTILITIES Water City of Fort Collins, Colorado 221-6681, Meter Shop 221-6759 Storm Sewer City of Fort Collins, Colorado 221-6589 Sanitary Sewer City of Fort Collins, Colorado 221-6681 Electrical City of Fort Collins, Colorado 482-5922,221-8553 Gas Public Service Company of Colorado 482-5922,221-8553 Telephone U S West Communications 484-0300,226-6310 Traffic Operations City of Ft Collins, Colorado 221-6608 Cable Television TCI Cablevision 493-7400 *Utility Locates Under One -call System 1-800-922-1987 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 Postmaster US Postal Service -Judith Robertson 225-4111 Transportation Transfort 221-6620 Traffic Engineering 221-6608 END OF SECTION Lanmer County Sheriffs Department Non -Emergency 221-7177 Ambulance Poudre Valley Hospital Non -Emergency 484-1227 Emergency 911 General Requirements - Page 2 of 17 I 0 rl r SECTION 01040 COORDINATION 1 1 GENERAL CONTRACTOR RESPONSIBILITIES A Coordinate operations under contract in a manner which will facilitate progress of the Work The Contractor shall also coordinate with the Landscape Contractor whose Work is separate from the General Contractor's contract B Conform to the requirements of public utilities and concerned public agencies in respect to the tuning 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 tunes and keep them informed at all times 14 CONFERENCES A A Preconstructnon 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 Subconti actors 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 I 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 Requirements - Page 3 of 17 C N4mimum 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 bass for the monthly progress estimates This process ensures accurate monthly project pay estimates END OF SECTION General Requirements - Page 4 of 17 aSECTION 01310 CONSTRUCTION SCHEDULES a11 GENERAL K A The contractor shall prepare a detailed schedule of all construction operations and procurement after review of tentative schedule by parties attending the preconstruction 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 matenals 12 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 13 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 matenals 2 Include a schedule which includes the entical path for Shop Drawings, tests, and other submittal requirements for equipment and materials, reference Section 01340 14 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 occumng 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 I Anticipated problems, recommended actions, and their effects on the schedule 2 The effect of changes on schedules of others General Requirements - 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