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HomeMy WebLinkAboutBID - 6046 CONCRETE MAINTENANCE PROJECT (3)A NO , I ADDENDUM No. 1 ro �� ' V -4 -W �M 6046 Concrete Maintenance Project SPECIFICATIONS AND CONTRACT DOCUMENTS Description of Bid: 6046 Concrete Maintenance Project OPENING DATE: 3:00 P.M. (Our Clock) April, 2, 2007 To all prospective bidders under the specifications and contract documents described above, the following changes are hereby made. CHANGE: • "Class C Fly Ash will not be permitted in any mix design" shall be added to Revision of Section 608 and 609 of the Project Specifcations, page 20 of 30 as shown below: • "High Early" concrete shall be used for concrete repair locations. "High Early" concrete shall have a specified compressive strength of 4000 psi and a minimum 48 hour compressive strength of 3000 psi. The concrete shall have a maximum water/cement ratio of 0.45. The type of concrete used for a particular location shall be approved by the Engineer. Class C Fly Ash will not be permitted in any mix design. 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. • Several quantities have been increased. Bidders shall use the revised bid tab, attached. • Also attached is a revised quantity estimate and map of The Overlook at Woodridge areas. Please contact John D. Stephen, CPPO, CPPB, Senior Buyer at (970) 221-6777 with any questions regarding this addendum. RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN RECEIVED 215 North Mason Street • 2"" Floor • P.O. Box 580 • Fort Collins, CO 80522-I15HO • (970) 221-6775 • Fax (970) 221-6707 www.fceo%.con SPECIFICATIONS . \ 1 CONTRACT DOCUMENTS FOR Concrete Maintenance Project BID NO. 6046 City of Fort Collins PURCHASING DIVISION 215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS April 2, 2007 - 3:00 P.M. (OUR CLOCK) 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 CONTRACI'OR'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 A -ND COMPLETION Schedule of Values: 14.1. 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 he based on the number of units completed. app&cation for Progress Paymenc 14.2. At least twenty days before the date established for each progress payment (but not more often than once a month), CONTRACTOR shall submit to ENGINEER for review an Application for Payment filled out and signed by CONTRACTOR covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice or other documentation warranting that OWNER has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate property insurance and other arrangements to protect OWNER's interest therein, all of which will be satisfactory to OWNER The amount of retainage with respect to progress payments will be as stipulated in the Agreement. Anv funds hat are withheld by the OWNER shall not be subiect w substitution by the CONTRACTOR witli securities or any arrangements involvirte an escrow or custodianship. By executing the application for tyntent form the CONTRACTOR expressly waives his right to the benefits of Colorado Revised Statutes.Section 24-91-101 et sncL CONTR ICTOR'x 11arranty of Title: 143 CONTRACT OR 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 lie: and clear of all Liens_ Review o jApplieati oms for Progress Payment: 14.4_ EN(h.EER will, within ten days after receipt of each Application for Payment_ either indicate in writing a EIC'DOGENERAL CONDITIONS 1910-8 i 1990 r.dilion) ,v CITY OP (T2HV 1i'2000) recommendation of payment and present the Application to OWNEth R, or return e 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 clue will be paid by OWNER to CONTRACTOR 14S_ 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 ENGEvFIIR'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 Docurents, 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 CO_'TRACTOR'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 ENGiVEER will not thereby be deemed to have represented that (i) exhaustive or continuous on -site inspections have been made to cheek the quality or the quantity of the Work beyond the responsibilities specifically assigned to ENGINEER in the Contract Docwricnts 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 MI NER to withhold palanent to CONTRACTOR. 14.6. ENGINE,ER's recommendation of any payment, including final payment, shall not mean that ENGINEER is responsible for CON'fRACTOR's means, methods, techniques, sequences or procedures or 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 perfomlance of Work, or for any failure of CQNTRAC'TOR to perform or fumish Work in accordance with the Contract Documents. 14.7. ENGINEER may refuse to recommend the whole or any part of any payment it' in EN(ilNEI R's opinion, it would be incorrect to make the representations to 29 OWNER referred to in paragraph 14.5 ENGINEER may also refuse to recommend any such payment, or, because of subsequently discovered evidence or the results of subsequent inspections or tests, nullify any such payment previously recommended, to such extent as may be necessary in ENGINEER'S opinion to protect OA6'NER from loss because. 14.7.1. the Work is defective, or completed Work has been damaged requiring correction or replacement, 14.7 2. the Contract Price has been reduced by Written Amendment or Change Order, 14.7.3. OWNER has been required to correct clefective 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. 14.75. 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 toe set- off against the amount recommended, or 14.7.8, OWNER has actual knowledge of the occurrence of any of the events enumerated in paragraphs 14.7.1 through 14.7.3 or paragraphs 15.2.1 through I S_2.4 inclusive, but OWNER must give CONTRACTOR immediate written notice (with a copy to ENGINEER) stating the reasons for such action and promptly pay CONTRACTOR the amount so withheld, or any adjustment thereto agreed to by OWNER and CONTRACTOR when CONTRACTOR corrects to OWNER's satisfaction the reasons for such action .Substantial Completion: 14.8 When CON 'TRAC'I OR considers the entue 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 deterune the status of completion. If ENGINEER does not consider the Work substantially complete, ENGINEER will notify CONI RACTOR in writing giving the reasons therefor_ if ENGINEER DMC GENERAL. CONDITIONS 1910-5 (1990 Edition ) 't) WCITY OFFuRT COLLINSMODIFiCATIONS RFV4,2000) 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 elate of Substantial Completion, but OWNER shall allow CONTRACTOR reasonable access to complete or correct items on the tentative list Partial I?ilization: 14.10 Use by OWNER at OWNER's option of any substantially completed part of the Work, which (i) has specifically been identified in the Contract Documents, or (if) OWNER ENGINEER and CONTRACTOR agee 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 - 14.101 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 FNCiINFIiR to issue a certificate of Substantial Completion for that part of the Work. CONTRACTOR at any time may notify OWNER and ENGINEER in writing that CONTRACTOR considers any such part of the Work ready for its intended use and substantially complete and request ENGINEER to issue a certificate of Substantial Completion for that part of the Work. Within a reasonable time after either such request, OWNER, CONTRACTOR and ENGTNEER 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 149 will apply with respect to certification of Substantial Completion of that part of the Work and the division of responsibility in respect thereof and access thereto. 14.10.2. No occupancy or separate operation of part of the Work will be accomplished prior to compliance with the requirements of paragraph 5.15 in respect of property insurance. Final Inspection: 14A 1 Upon written notice from CONTRACTOR that the entire Work or an agreed portion thereof is complete, ENGINEER will make a final inspection with OWNER and CONTRACTOR and will notify CONTRACTOR in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. CONTRACTOR shall immediately take such measures as are necessary to complete such work or remedy such deficiencies. Final Application for Payment: 1412. After CONTRACTOR has completed all such corrections to the satisfaction of ENGINEER and delivered in accordance with. the Contract Documcnts all maintenance and operating instructions, schedules, guarantees. Bonds, certificates or other evidence of insurance required by paragraph 5.4, certificates of inspection, marked -up record documents (as provided in paragraph 6 19) and other documents, CONTRACTOR may make application for final payment following the procedure for progress payments. The final Application for Payment shall be accompanied (except as previously delivered) by: (i) all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by subparat7aph5.4.13, (it) consent of the surety, if any, to final payment, and (Ili) complete and legally effective releases or waivers ("satisfactory to OWNER) of all Liens arisma out of or tiled in connection with the Work. In lieu of such releases or waivers of Liens and as approved by OWNER, CONTRACTOR may furnish receipts or releases in full and affidavit of CONTRACTOR that: (i) the releases and receipts include all labor, services, material and equipment for which a Lien could he filed, and 61) all payrolls, material and equipment bills, and other indebtedness connected with the Work for which OWNER or (-WNER's property might in any way be responsible have beenpaid or otherwise satnstied. If any Subcontractor or Supplier fails EA )C GENERAL CONDITIONS 1910-3 (199) Ech mow so; C17— OF FORT COLLINS MODIFICATIONS (RFV al 10om to furnish such a release or receipt in full, CONTRACTOR may furish a Bond or other collateral satisfactory to OWNER to indemnify OWNER against any Lien. Releases or waivers of liens and the consent of the surety to ,finalize —payment_ are to be _submitted on forms confonnmg to the format of the OWNER'S standard forms Lx�und m the Project manual. ITnal Payment and Acceptance: 14.13_ if, on the basis of ENGINEER's observation of the Work during construction and final inspection, and ENGfNEBRs review of the final Application for Payment and accompanying documentation as required by the Contract Documents, ENGINEER is satisfied that the Work has been completed and CONTRACTOR's other obligations under the Contract Documents have been fulfilled, ENGINEER will, within ten days after receipt of the final Application for Payment, indicate in writing ENGINEER's recommendation of payment and present the Application to OWNER for payment. At the same time ENGINEER will also give written notice to OWNER and CONTRACTOR that the Work is acceptable subject to the provisions of paragraph 14.15. Otherwise, ENGINEER will return the Application to CONTRACTOR, indicating in writing the reasons for refusing to recommend final payment, in which case CONTRACTOR shall make the necessary corrections and resubmit the Application. 'Thirty clays after presentation to OWNER of the Application and accompanying documentation, in appropriate form and substance and with ENGTNEER's recommendation and notice of acceptability, the amount recommended by ENGINEER will become due and will be paid by OWNER to CONTRACTOR subject to paragraph 176.2 of these General Conditions. 14.14. If through no fault of CONTRACTOR, final completion of the 'Work is significantly delayed and if ENGINEER so confirms, OWNER shall, upon receipt of CONTR.ACTOR's final Application for Payment and recommendation of ENGINEER, and without terminating the Agreement, make payment of the balance clue for that portion of the Work fully completed and accepted. If the remaining balance to be held by OWNER for Work not fully completed or corrected is less than the retamage stipulated in the Agreement, and if Bonds have been furnished as required in paragraph 5.1, the written consent of the surety to the payment of the balance due for that portion of the Work fully completed and accepted shall be submitted by CONTRACTOR to ENGE DER with the Application for such payment. Such payment shall be made under die terms :and conditions governing final payment, except that it shall not constitute 'a waiver of claims. Waiver of Claims: 14.1 IS The making and acceptance of final payanent will constitute 14-1iI a waiver of all claims by OWNER against CONTRACTOR, except claims arising from unsettled Liens. from defective Work appearing alter 31 final inspection pursuant to paragraph 14.11, from failure to comply with the Contract Documents or the terms of any special guarantees specified therein, or from CONTRACTOR's continuing obligations under the Contract Documents, and 14.152.A waiver of all claims by CONTRACTOR against OWNER other than those previously made in writing and still unsettled_ ARTICLE I5--SUSPENSION OF WORK ,AND TERMINATION OWiVER 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 (Lite 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 claun therefor as provided in Articles 11 and 12. OWNER ,Vaav Terminate: I52. Upon the occurrence of any one or more of the following events� 15 2.1 if CONTRACTOR persistently tails 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 tailure to adhere to the progress schedule established under paragraph29 as adjusted from time to tune pursuant to paragraph 6.61), 15.12_ if CONTRACTOR disregards Laws or Regulations of any public body having I urisdict ion, I S 13_ if CONTRACTOR disregards the authority of ENGINEER.: or I5, 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 fiom the site and take possession of the Work and of all CONTRACTOR's tools, appliances, construction equipment and maclunery at the site and use the same to the full extent they could be used by CONTRACTOR (without liability to CONTRACTOR for trespass or conversion), incorporate in the Work all materials and equipment stored at the site or ['or which OWNER has paid UMCGENERAL CONDITIONS 19t 0-S (1990 E6110110 3_ WCITY OF PORT COl,T]NS NF,,D[IICAT[ONS(R1i,v4,2000) 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 he 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. 15.4 Upon seven days' written notice to CONTRACTOR and ENGINEER, OWNF,R 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): 15A.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 clue 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 15A4. for reasonable expenses directly attributable to terns ination- 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 Mar Stop Work or Terminate. li 5_ If through no act or fault of CONTRACT OR, the Work is suspended for a period of more than ninety days by MVNER or under an order of court or other public authority, or ENGINEER fails to act on any Application for Payment within thirty days after it is submitted or ( AVN, R fails for thirty clays to pay- CONTRACTOR arm° sum finally determined to be due, then CONTRACTOR may, upon seven days' written notice to OWNER and ENGINEER, and provided OWNER or ENGINEER do not remedy such suspension or failure within that time, terminate the Agreement and recover from OWNER lxiyanent on the same terms as provided in paragraph 15.4. In lieu of terminating the Agreement and without prejudice to any other right or remedy, if ENGINEER has failed to act on an Application for Payment within thirty days after it is submitted, or OWNER has failed for thirty clays to pay CONTRACTOR any sum finally determined to be due, CONTRACTOR me), upon seven days' written notice to OWNER and ENGINEER stop the Work until payment of all such amounts due CONTRACTOR, including interest thereon. The provisions of this paragraph 15.5 are not intended to preclude CONTRACTOR from making claim under Articles I and 12 for an increase in Contract Price or Contract Tinmes or otherwise for expenses or damage directly attributable to CONTRACTOR's stopping Work as permitted by this paragraph. ARTICLE 16-4)ISPUTE RESOLUTION If and to the extent that OWNER and CONTRACTOR have agreed on the method and procedure for resolving disputes between them that may arise under this Agreement, such dispute resolution method and procedure, if any, shall be as set forth in Exhibit GC-2V "Dispute Resolution Agreement", to be attached hereto and made a part hereof. If no such agreement on the method and procedure for resolving such disputes has been reached, and subject to the provisions of paragraphs 9.10, 9.11 and 9,12, OWNFR and CONTRACTOR may exercise such rights or remedies as either may otherwise have under the Contract Documents or by Laws or Regulations in respect of any dispute. ARTICLE 17—MISCELLANEOUS Giving Notice. 17.1_ Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if delivered in person to the individual or to a member of the fan, or to an officer of the corporation for whom it is intended, or if delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. 17.2. Computation of Time: 17'-.1_ When any period of time is referred to in the Contract Documents by clays, it will be computed to exclude the first and include the last day of such period tf the last day of any such period falls on a Satur&iy or Sunday or on a dad made a legal holiday by the law of the applicable jurisdiction, such day will be omitted from the computation. F.SCDC GENERAL CONDITIONS 1910-5 (1990 Edition) w1 CITY OF FORT COLLINS MODIFICATTONS (RHV 12000t 17_2 2_ A calendar clay of twenty-four hours measured from midnight to the next midnight will constitute a day. Notice of Claint. 17.3_ Should OWNF,R or CONTRACTOR suffer injury or damage to person or property because of any error, omission or act of the other party or of any of the other party's employees or agents or others for whose acts the other party is legally liable, claim will be made in writing to the other party within a reasonable time of the first observance of such injury or damage. The provisions of this paragraph 17.3 shall not be construed as a substitute for or a waiver of the provisions of any applicable statute of limitations or repose.Cuntulative Remedies: 17.4. The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto, and, in particular but without limitation, the warranties, guarantees and obligations imposed upon CONTRACTOR by paragraphs 6.12, 6.16, 6.30, 6,31, 632, 13.1, 13.12, 13.14, 143 and 152 and all of the rights and remedies available to OWNER and ENGINEER thereunder, are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations by special warranty or guarantee or by other provisions of the Contract Documents. and the provisions of this paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right and remedy to which they apply. Professional Fees and Court Costs Included; LT5_ Whenever reference is made to "claims, costs, losses and damages". it shall include in each case. but not be limited to, all fees and charges of engineers, architects, attorneys and other professionals and all court or arbitration or other dispute resolution costs. 17.6. The laws of the State of Colorado apply to this Agreement. Reference to two pertinent Colorado statutes are as follows. 17.6.2, If a claim is filed OWNER is rC uned bv law, (CRS 38-26-107) to withhold from all payments to CONTRACTOR sufficient funds to insure_ the payment of all claims for labor, materials, team hire sustenance, provisions, provender, or other supplies used _ or consumed by _CON'FRAC.TUft. or his 33 FJCDC GENF,RAL CONDMONS 1910-S (1990 Ethtlo ) �`� iv, CITY' OF FORT COLLINSMODIFICA-BONS JUN V2000) (This page left blank intentional]}'. ) EJCDCGENRRAL CONDITIONS t910-5 t1990 Eilifion7 35 ,v CITY OF FORT COLLINS MODIFICATIONS (REV 4R0(10) EJCDC GENERAL. CONDITIONS 1910-8 (1990 EILim ) 3b andCIT-OF FORT COLLINSMODIFICATIONS IREV 1,2000) EXHIBIT GC -A to General Conditions of the Construction Contract Between OWNER and CONTRACTOR DISPUTE RESOLUTION AGREEMENT OWNER and CONTRACTOR hereby agree that Article 16 of the General Conditions of the Construction Contract between OWNER and CONTRACTOR is amended to include the following agreement of the parties: 161 All claims, disputes and other matters in question between OWNER and CONTRACTOR arising out of or relating to the Contract Documents or the breach thereof (except for claims which have been waived by the making or acceptance of final payment as provided by paragraph 14.15) will be decided by arbitration in accordance with the Construction industry Arbitration Rules of the American Arbitration Association then obtaining, subject to the limitations of the Article 16. Phis agreement so to arbitrate and any other agreement or consent to arbitrate entered into in accordance herewith as provided in this Article 16 will be specifically enforceable under the prevailing law of any court having jurisdiction. 16.2 No demand for arbitration of any claim, dispute or other matter that is required to be referred to ENGINEER initially for decision in accordance with paragraph 9.11 will be made until the earlier of (a) the date on which ENGINEER has rendered a written decision or (b) the thirty-first day after the parties have presented their evidence. to ENGINEER if a written decision has not been rendered by ENGINEER before that [late. No demand for arbitration of any such claim, dispute or other matter will be made later than thirty days after the date on which ENGINEER has rendered a written decision in respect thereof in accordance with paragraph 9.11 and the failure to demand arbitration within said thirty days' period will result in ENGINEER's decision being final and binding upon OWNER and CONTRACTOR. If ENGINEER renders a decision after arbitration proceedings have been initiated, such decision may be entered as evidence but will not supersede the arbitration proceedings, except where the decision is acceptable to the parties concerned. No demand for arbitration of any writtcn decision of ENGINEER rendered in accordance with paragraph 9.10 will be made later than ten days after the party making such demand has delivered written notice of intention to appeal as provided in paragraph 9.111 163. Notice of the demand for arbitration will be filed in writing with the other party to the Agreement and with the American :arbitration Association, and a copy will be sent to ENGINEER for inlonnation_ The demand for arbitration will be made within the thirty -day or ten-day period specified in paragraph 162 as applicable, and in all other cases within a reasonable time after the claim, dispute or other matter in question has arisen, and in no event shall any such demand be made after the date when institution of legal or equitable proceedings based on such clam, dispute or other matter in question would be barred by the applicable statute of limitations. F.]CDC GENERAL CONDiTiONS 191 0-3 (1990 F:ditiorn W CITE OF FORT COLLINS MODIFICATIONS (REV 999) 164. Except as provided in 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, ENGINEER's Consultant and the officers, directors, agents, employees or consultants of any of them) who is not a party to this contract unless: 164 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 1642such 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 1614_3. the written consent of the other person or entity sought to be included and of O'XNER and CONTRACTOR has been obtained for such inclusion, which consent shall make specific 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. 16.5. Notwithstanding paragraph 16.4, if a claim, dispute or other matter in question between OWNER and CONTRACTOR involves the Work of a Subcontractor, either OWNER or CONTRACTOR may join such Subcontractor a.s 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 OaVNER, ENGINEER or ENGP\EER'.s Consultants that does not otherwise exist. 166. The award rendered by 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. 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 or relating to the Contract Documents or the breach thereof ("disputes"), to mediation by the American _arbitration Association under the Construction Indusuy Mediation Rules of the American Arbitration Association prier to either of them initiating against the other a demand for arbitration pursuant to paragraphs 16.1 through 16 6, unless delay in initiating arbitration would urn ocably 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 alley the termination of the mediation. 'The mediator ofany dispute submitted to mediation under this Agreement shall not serve as arbitrator of such dispute unless otherwise agreed. GC -At FJCF)C GENER AT, CONDITIONS 1910-S (1990 FAA on) e/ CITY OF PORT COIJ.INS MODIFICATIONS (REV 994) SE CONTRACT DOCUMENTS TABLE OF CONTENTS Section Pages BID INFORMATION 00020 Notice Inviting Bids 00020-1 - 00020-2 00100 Instruction to Bidders 00100-1 - 00100-9 00300 Bid Form 00300-1 - 00300-3 00400 Supplements to Bid Forms 00400-1 00410 Bid Bond 00410-1 - 00410-2 00420 Statements of Bidders Qualifications 00420-1 - 00420-3 00430 Schedule of Major Subcontractors 00430-1 CONTRACT DOCUMENTS 00500 Agreement Forms 00500-1 00510 Notice of Award 00510-0 00520 Agreement 00520-1 - 00520-6 00530 Notice to Proceed 00530-1 00600 Bonds and Certificates 00600-1 00610 Performance Bond 00610-1 - 00610-2 00615 Payment Bond 00615-1 - 00615-2 00630 Certificate of Insurance 00630-1 00635 Certificate of Substantial Completion 00635-1 00640 Certificate of Final Acceptance 00640-1 00650 Lien Waiver Release(Contractor) 00650-1 - 00650-2 00660 Consent of Surety 00660-1 00670 Application for Exemption Certificate 00670-1 - 00670-2 CONDITIONS OF THE CONTRACT 00700 General Conditions 00700-1 - 00700-34 Exhibit GC -A GC -Al - GC-A2 00800 Supplementary Conditions 00800-1 - 00800-2 00900 Addenda, Modifications, and Payment 00900-1 00950 Contract Change Order 00950-1 - 00950-2 00960 Application for Payment 00960-1 - 00960-4 SPECIFICATIONS SECTION 00800 SUPPLEMENTARY CONDITIONS SECTION 00900 ADDENDA, MODIFICATIONS AND PAYMENT 00950 Contract Change Order 00960 Application for Payment 9/99 SECTION 00950 CHANGE ORDER NO. PROJECT TITLE: 6046 Concrete Maintenance Project CONTRACTOR: PROJECT NUMBER: DESCRIPTION: 1. Reason for change: 2. Description of Change: 3. Change in Contract Cost 9. Change in Contract Time: ORIGINAL CONTRACT COST $ .00 TOTAL APPROVED CHANGE ORDER 0.00 TOTAL PENDING CHANGE ORDER 0.00 TOTAL THIS CHANGE ORDER 0.00 TOTAL o OF THIS CHANGE ORDER TOTAL C.O.o OF ORIGNINAL CONTRACT ADJUSTED CONTRACT COST $ 0.00 (Assuming all change orders approved) ACCEPTED BY: DATE: Contractor's Representative ACCEPTED BY: Project Manager REVIEWED BY: Title: APPROVED BY: Title: APPROVED BY: Purchasing Agent over $30,000 cc: City Clerk Contractor Project File Architect Engineer Purchasing DATE: DATE: DATE: DATE: 9/99 Section 00950 Page 1 Section 00960 APPLICATION FOR PAYMENT PAGE 1 OF 4 OWNER: City of Fort Collins PROJECT: APPLICATION NUMBER: APPLICATION DATE: PERIOD BEGINNING: ENGINEER: CONTRACTOR: PERIOD ENDING: PROJECT NUMBER: CHANGE ORDERS Application is made for Payment as shown below in connection with Contract The present status of the account for this Contract is as NUMBER DATE AMOUNT follows: 1 2 Original Contract Amount: 3 Net Change by Change Order: Current contract Amount: $0.00 Total Completed and Stored to Date: Less Previous Applications: Amount Due this Application - Before Retainage: $0.00 Less Retainage: Net Change by Change Order $0.00 AMOUNT DUE THIS APPLICATION: $0.00 CERTIFICATION: The undersigned CONTRACTOR certifies that all obligations of CONTRACTOR incurred in connection with the Work have been satisfied as required in Paragraph 14.3. of the General Conditions of the Contract. The above Amount Due This Application is requested by the CONTRACTOR. Date By: Payment of the above Amount Due This Application is recommended by the ENGINEER. Date: By. Payment of the above Amount Due This Application has been reviewed by the OWNER'S Project Manager. Date: By. Payment of the above Amount Due This Application is approved by the OWNER. y/yyi/y6 Section 00960 Page 1 APPLICATION FOR CONTRACT AMOUNTS PAYMENT PAGE 2 OF 4 Work Work Work Completed Completed Completed Stored This Previous To Bid Month Periods Date Materials Total Item This Earned Percent Unit Number Description Quantity Units Price Amount Qty. Amount Qty. Amount Qty. Amount Period To Date Billed $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTALS $0.00 $0.00 $0.00 $0.00 $0.00 7/96 Section 00960 Page 2 CHANGE ORDERS APPLICATION FOR PAYMENT PAGE 3 OF 4 Work Work Work Completed Completed Completed Stored This Previous To Bid Month Periods Date Materials Total Item This Earned Percent Unit To Number Description Quantity Units Price Amount Qty. Amount Qty. Amount Qty. Amount Period Date Billed $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 KOO $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 1 $0.00 $0.00 $0.00 $0.00 TOTALS CHANGE ORDERS $0.00 $0.00 $0.00 $0.00 $0.00 PROJECT TOTALS $0.00 $0.00 $0.00 $0.00 $0.00 7/96 Section 00960 Page 3 STORED MATERIALS SUMMARY On Hand Received Installed Item Invoice Previous This This Number Number Description Application Period Period PAGE 4 OF 4 On Hand This Application $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTALS $0.00 $0.00 $0.00 $0.00 7/96 Section 00960 Page 4 2007 CONCRETE MAINTENANCE PROJECT 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 PAGE NUMBERS General Requirements 1-2 General Requirements 3-4 General Requirements 5-6 General Requirements 7 General Requirements 8-10 General Requirements 11-12 General Requirements 13 General Requirements 14-15 General Requirements 16 General Requirements 17 SECTION 01010 SUMMARY OF WORK 1.1 DESCRIPTION OF WORK A. This work shall consist of the removal and/or installation of concrete curbs, gutters, sidewalks, crosspans, aprons, drive approaches, inlets, concrete pavement, and pedestrian access ramps and placement of temporary asphalt patching adjacent to new concrete on designated streets in the City of Fort Collins. Specific locations are described in Section 3500, Project Map. B. Protection and Restoration. 1. Replace to equal or better conditions all items removed and replaced or damaged during construction. Restore all areas disturbed to match surrounding surface conditions. Also see tree protection standards. C. Construction Hours 1. Construction hours, except for emergencies, shall be limited to 7:00 a.m. to 6:00 p.m., Monday through Friday, unless otherwise authorized in writing by the Engineer. After hour equipment operation shall be in accordance with Section 1560. 2. Any work performed by the Contractor outside of the construction hours, whether or not authorized by the Engineer, shall entitle the Owner to deduct from compensation due to the Contractor sufficient funds to cover the Owner's costs in providing field engineering and/or inspection services because of such work. The cost for field engineering and inspection shall be $50.00 per hour. 1.2 NOTICES TO PRIVATE OWNERS AND AUTHORITIES A. B. C. D. E. F Notify private owners of adjacent property, utilities, irrigation canal, and affected governmental agencies when prosecution of the Work may affect them. Give notification 48 hours in advance to enable affected persons to provide for their needs when it is necessary to temporarily deny access or services. Contact utilities at least 48 hours prior excavating near underground utilities. 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. Rick Richter and/or Erika Keeton will be the ENGINEER (Project Engineer/Manager). Rick Richter 970.221.6798 Mobile/Pager 970.222.1132 Erika Keeton 970.221.6605 Mobile/Pager 970.222.0787 Names and telephone numbers of affected agencies and utilities in the area are listed below for Contractor's convenience. General Requirements - Page I of 17 UTILITIES Water: City of Fort Collins, Colorado 221-6700, Meter Shop 221-6759 Stolen Sewer: City of Fort Collins, Colorado 221-6700 Sanitary Sewer: City of Fort Collins, Colorado 221-6700 Electrical: City of Fort Collins, Colorado 221-6700 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: Comcast 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: 225-4111 transportation: Transfort 221-6620 Traffic Engineering: 221-6608 END OF SECTION Larimer Comity Sheriffs Department: Non -Emergency: 221-7177 Ambulance: Poudre Valley Hospital Non -Emergency: 484-1227 Emergency: 911 General Requirements - Page 2 of 17 SECTION 00020 INVITATION TO BID 07/2001 Section 00020 Page 2 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 timing and manner of performance of operations which affect the service of such utilities, agencies, or public safety. C. Coordinate operations under contract with utility work to allow for efficient completion of the Work. D. Coordinate all operations with the adjoining property owners, business owners, and surrounding neighborhoods to provide satisfactory access at all times and keep them informed at all times. 1.2 CONFERENCES A. A Pre -construction Conference will be held prior to the start of construction. 1. Contractor shall participate in the conference accompanied by all major Subcontractors, including the Traffic Control Supervisor assigned to the project. 2. Contractor shall designate/introduce Superintendent, and major Subcontractors supervisors assigned to project. 3. The Engineer shall invite all utility companies involved. 4. The Utilities will be asked to designate their coordination person, provide utility plans, and their anticipated schedules. 5. The Engineer shall introduce the project Representatives. B. Additional project coordination conferences will be held prior to start of construction for coordination of the Work, refining project schedules, and utility coordination. C. Engineer may hold coordination conferences to be attended by all involved when Contractor's operations affects, or is affected by, the work of others. 1. Contractor shall participate in such conferences accompanied by Subcontractors as required by the Engineer. 1.3 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. 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 Minimum agenda shall include 1. Review of work progress since last meeting. 2. Identification and discussion of problems affecting progress. 3. Review of any pending change orders. 4. Revision of Construction Schedule as appropriate. D. The Engineer and Contractor shall agree to weekly quantities at the progress meetings. The weekly quantity sheets shall be signed by both parties. These quantity sheets, when signed, shall be final and shall be the basis for the monthly progress estimates. This process ensures accurate monthly project pay estimates. END OF SECTION General Requnoments - Page 4 of 17 SECTION 01310 CONSTRUCTION SCHEDULES 1.1 GENERAL A. The contractor shall prepare a detailed schedule of all construction operations and procurement after review of tentative schedule by parties attending the pre -construction conference. This schedule will show how the contractor intends to meet the milestones set forth. 1. No work is to begin at the site until Owner's acceptance of the Construction Progress Schedule and Report of delivery of equipment and materials. 1.2 FORMAT AND SUBMISSIONS A. Prepare construction and procure schedules in a graphic format suitable for displaying scheduled and actual progress. B. Submit two copies of each schedule to Owner for review. 1. Owner will return one copy to Contractor with revisions suggested or necessary for coordination of the Work with the needs of Owner or others. C. The schedule must show how the street, landscaping and various utility work will be coordinated. 1.3 CONTENT A. Construction Progress Schedule. 1. Show the complete work sequence of construction by activity and location. 2. Show changes to traffic control. 3. Show project milestones B. Report of delivery of equipment and materials. 1. Show delivery status of critical and major items of equipment and materials. 2. Include a schedule which includes the critical path for Shop Drawings, tests, and other submittal requirements for equipment and materials, reference Section 01340. 1.4 PROGRESS REVISIONS A. Submit revised schedules and reports at weekly project coordination meetings when changes are foreseen, when requested by Owner or Engineer, and with each application for progress payment. B. Show changes occurring since previous submission. 1. Actual progress of each item to date. 2. Revised projections of progress and completion. C. Provide a narrative report as needed to define: 1. Anticipated problems, recommended actions, and their effects on the schedule. 2. The effect of changes on schedules of others. General Requirements - Page 5 of 17 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 determine the means, methods, techniques, sequences and procedures of construction as provided in the General Conditions. END OF SECTION General Requirements - Page 6 of 17 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 minimum of 48 hours prior to needine surveyinl?. 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 protect all survey monuments and construction stakes. If it is unavoidable to remove a survey monument or construction stakes, the Contractor is responsible for notifying the Surveyor and allowing enough time for the monuments or stakes to be relocated. The Contractor will be responsible for the cost of re -staking construction stakes and for the cost of re-establishing a destroyed monument. 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 1.1 GENERAL A. Submit Shop Drawings, Samples, and other submittals as required by individual specification sections. 1. Engineer will not accept Shop Drawings or other submittals from anyone but Contractor. B. Schedule: Reference Section 01310, Construction Schedules. Submittals received by Engineer prior to the time set forth in the approved schedule will be reviewed at any time convenient to Engineer before the time required by the schedule. C. Any need for more than one re -submission, or any other delay in obtaining Engineer's review of submittals, will not entitle Contractor to extension of the Contract Time unless delay of the Work is directly caused by failure of Engineer to return any scheduled submittal within 10 days after receipt in his office of all information required for review of the submittals or for any other reason which prevents Engineer's timely review. Failure of Contractor to coordinate submittals that must be reviewed together will not entitle Contractor to an extension of Contract Time or an increase in Contract Price. D. Resubmit for review a correct submittal if errors are discovered during manufacture or fabrication. E. Do not use materials or equipment for which Shop Drawings or samples are required until such submittals, stamped by Contractor and properly marked by Engineer, are at the site and available to workmen. F. Do not use Shop Drawings which do not bear Engineer's mark "NO EXCEPTION TAKEN" in the performance of the Work. Review status designations listed on Engineer's submittal review stamp are defined as follows: 1. NO EXCEPTION TAKEN Signifies material or equipment represented by the submittal conforms with the design concept, complies with the information given in the Contract Documents and is acceptable for incorporation in the Work. Contractor is to proceed with fabrication or procurement of the items and with related work. Copies of the submittal are to be transmitted for final distribution. 2. REVISE AS NOTED Signifies material or equipment represented by the submittal conforms with the design concept, complies with the information given in the Contract Documents and is acceptable for incorporation in the Work in accordance with Engineer's notations. Contractor is to proceed with the Work in accordance with Engineer's notations and is to submit a revised submittal responsive to notations marked on the returned submittal or written in the letter of transmittal. 3. REJECTED Signifies material or equipment represented by the submittal does not conform with the design concept or comply with the information given in the Contract Documents and is not acceptable for use in the Work. Contractor is to submit submittals responsive to the Contract Documents. General Requirements -Page 3 of 17 4. FOR REFERENCE ONLY Signifies submittals which are for supplementary information only; pamphlets, general information sheets; catalog cuts, standard sheets, bulletins and similar data, all of which are useful to Engineer or Owner in design, operation, or maintenance, but which by their nature do not constitute a basis for determining that items represented thereby conform with the design concept or comply with the information given in the Contract Documents. Engineer reviews such submittals for general information but not for substance. 1.2 SHOP DRAWINGS A. Include the following information as required to define each item proposed to be furnished. 1. Detailed installation drawings showing foundation details, and clearances required for construction. 2. Relation to adjacent or critical features of the Work or materials. 3. Field dimensions, clearly identified as such. 4. Applicable standards, such as ASTM or Federal Specification numbers. 5. Drawings, catalogs or parts thereof, manufacturer's specifications and data, instructions, performance characteristics and capacities, and other information specified or necessary: a. For Engineer to determine that the materials and equipment conform with the design concept and comply with the intent of the Contract Documents. b. For the proper erection, installation, and maintenance of the materials and equipment which Engineer will review for general information but not for substance. c. For Engineer to determine what supports, anchorages, structural details, connections and services are required for materials and equipment, and the effect on contiguous or related structures, materials and equipment. 6. Complete dimensions, clearances required, design criteria, materials of construction and the like to enable Engineer to review the information effectively. B. Manufacturer's standard drawings, schematics and diagrams: I. Delete information not applicable to the Work. 2. Supplement standard information to provide information specifically applicable to the Work. C. Format. 1. Present in a clear and thorough manner. 2. Minimum sheet size: 8 '/z" x I I". 3. Clearly mark each copy to identify pertinent products and models. 4. Individually annotate standard drawings which are furnished, cross out items that do not apply, describe exactly which parts of the drawing apply to the equipment being furnished. 5. Individually annotate catalog sheets to identify applicable items. 6. Reproduction or copies of portions of Contract Documents: a. Not acceptable as complete fabrication or erection drawings. b. Acceptable when used as a drawing upon which to indicate information on erection or to identify detail drawings. 7. Clearly identify the following: a. Date of submission. b. Project title and number. c. Names of Contractor, Supplier and Manufacturer. d. Specification section number, specification article number for which items apply, intended use of item in the work, and equipment designation. e. Identify details by reference to sheet, detail, schedule or room numbers shown in the Contract Documents. f. Deviations from Contract Documents. g. Revisions on re -submittals. General RequII ments- Page 9 of 17 h. Contractor's stamp, initialed or signed, certifying to review of submittal, verification of products, field measurements and field construction criteria, and coordination of the information within the submittal with requirements of the Work and the Contract Documents. 1.3 SUBMISSION REQUIREMENTS A. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Minimum number required: 1. Shop Drawings. a. Three (3) copies minimum, two (2) copies which will be retained by Engineer. 1.4 RE -SUBMISSION REQUIREMENTS A. Make corrections or changes required by Engineer and resubmit until accepted. B. In writing call Engineer's attention to deviations that the submittal may have from the Contract Documents. C. In writing call specific attention to revisions other than those called for by Engineer on previous submissions. D. Shop Drawings. 1. Include additional drawings that may be required to show essential details of any changes proposed by Contractor along with required wiring and piping layouts. END OF SECTION General Requirements - Page 10 or 17 SECTION 01410 TESTING 1.1 GENERAL A. Provide such equipment and facilities as the Engineer may require for conducting field tests and for collecting and forwarding samples. Do not use any materials or equipment represented by samples until tests, if required, have been made and the materials or equipment are found to be acceptable. Any product which becomes unfit for use after approval hereof shall not be incorporated into the work. B. All materials or equipment proposed to be used may be tested at any time during their preparation or use. Furnish the required samples without charge and give sufficient notice of the placing of orders to permit the testing. Products may be sampled either prior to shipment or after being received at the site of the work. C. Tests shall be made by an accredited testing laboratory selected by the Owner. Except as otherwise provided, sampling and testing of all materials and the laboratory methods and testing equipment shall be in accordance with the latest standards and tentative methods of the American Society for Testing Materials (ASTM). D. Where additional or specified information concerning testing methods, sample sizes, etc., is required, such information is included under the applicable sections of the Specifications. Any modification of, or elaboration on, these test procedures which may be included for specific materials under their respective sections in the Specifications shall take precedence over these procedures. 1.2 OWNER'S RESPONSIBILITIES A. Owner shall be responsible for and shall pay all costs in connection with testing for the following: I. Soil tests, except those called for under Submittals thereof. 2. Tests not called for by the Specifications of materials delivered to the site but deemed necessary by Owner. 3. Concrete test, except those called for under Submittals thereof. 1.3 CONTRACTOR'S RESPONSIBILITIES A. In addition to those inspections and tests called for in the General Conditions, Contractor shall also be responsible for and shall pay all costs in connection with testing required for the following: 1. All performance and field testing specifically called for by the specifications. 2. All retesting for Work or materials found defective or unsatisfactory, including tests covered under 1.2 above. 3. All minimum call out charges or stand by time charges from the tester due to the Contractor's failure to pave, pour, or fill on schedule for any reason except by action of the Engineer. B. Contractor shall notify the Project Engineer 48 hours prior to performing an operation that would require testing 1.4 CONTRACTOR'S QUALITY CONTROL SYSTEM A. General: The Contractor shall establish a quality control system to perform sufficient inspection and tests of all items of Work, including that of his subcontractors, to ensure conformance to the functional performance of this project. This control shall be established for all construction except where the Contract Documents provide for specific compliance tests by testing laboratories or engineers employed by the Owner. The Contractor' s control system shall specifically include all testing required by the various sections of these Specifications. General Requirements - Page I I or 17 B. Superintendence: The Contractor shall employ a full time Superintendent to monitor and coordinate all facets of the Work. The Superintendent shall have adequate experience to perform the duties of Superintendent. C. Contractor's quality control system is the means by which he assures himself that his construction complies with the requirements of the Contract Documents. Controls shall be adequate to cover all construction operations and should be keyed to the proposed construction schedule. D. Records: Maintain correct records on an appropriate form for all inspections and tests performed, instructions received from the Engineer and actions taken as a result of those instructions. These records shall include evidence that the required inspections or tests have been performed (including type and number of inspections or test, nature of defects, causes for rejection, etc.) proposed or directed remedial action, and corrective action taken. Document 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 SECTION 00020 INVITATION TO BID Date: March 15, 2007 Sealed Bids will be received by the City of Fort Collins (hereinafter referred to as OWNER), at the office of the Purchasing Division, 3:00 P.M., our clock, on April 2, for the Concrete Maintenance Project; BID NO. 6046. If delivered, they are to be delivered to 215 North Mason Street, 2"� Floor, Fort Collins, Colorado, 80524. If mailed, the mailing address is P. 0. Box 580, Fort Collins, CO 80522-0580. At said place and time, and promptly thereafter, all Bids that have been duly received will be publicly opened and read aloud. This is a one year agreement but, at the option of the City, the Agreement may be extended for additional one year periods not to exceed four (4) additional one year periods. Pricing changes shall be negotiated by and agreed to by both parties and may use the Denver - Boulder CPI-0 as published by the Colorado State Planning and Budget Office as a guide. Written notice of renewal shall be provided to the Service Provider and mailed no later than 90 days prior to contract end. The Contract Documents consist of the removal and/or installation of concrete curbs, gutters, sidewalks, crosspans, aprons, drive approaches, inlets, concrete pavement, and pedestrian access ramps and placement of temporary asphalt patching adjacent to new concrete on designated streets in the City of Fort Collins. Related traffic control is also included. All Bids must be in accordance with the Contract Documents on file with The City of Fort Collins, 215 North Mason St., 2nd floor, Fort Collins, Colorado 80524. Contract Documents will be available March 16, 2007. A prebid conference and job walk with representatives of prospective Bidders will be held at March 20, 2007, at 10:00 a.m., at 281 N. College Ave. Conference Room 1B, Fort Collins. 07/2001 Section 00020 Page 1 SECTION 01510 TEMPORARY UTILITIES 1.1 UTILITIES A. Furnish all utilities necessary for construction. B. Make arrangements with Owner as to the amount of water required and time when water will be needed. 1. Meters may be obtained through the Water Utility Meter Shop at 221-6759 2. Unnecessary waste of water will not be tolerated. C. Furnish necessary water trucks, pipes, hoses, nozzles, and tools and perform all necessary labor. 1.2 SANITARY FACILITIES A. Furnish temporary sanitary facilities at each site for the needs of construction workers and others performing work or furnishing services on the Project. B. Properly maintain sanitary facilities of reasonable capacity throughout construction periods. C. Enforce the use of such sanitary facilities by all personnel at the site. D. Obscure from public view to the greatest practical extent. END OF SECTION General Itcquiremcnts - Pagc 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.m. and 7:00 a.m. 1.2 DUST CONTROL A. Dusty materials in piles or in transit shall be covered when necessary to prevent blowing. B. Earth and road surfaces subject to dusting due to construction activities and detouring of traffic shall be kept moist with water or by application of a chemical dust suppressant. l . Chemical dust suppressant shall not be injurious to existing or future vegetation. 1.3 POLLUTION CONTROL A. Prevent the pollution of drains and water courses by sanitary wastes, concrete, sediment, debris and other substances resulting from construction activities. 1. Retain all spent oils, hydraulic fluids and other petroleum fluids in containers for disposal off the site. 2. Prevent sediment, debris or other substances from entering sanitary sewers, storm drains and culverts. 1.4 EROSION CONTROL A. Take such measures as are necessary to prevent erosion of soil that might result from construction activities. 1. Measures in general will include: a. Control of runoff. b. Trapping of sediment. c. Minimizing area and duration of soil exposure. d. Temporary materials such as hay bales, sand bags, plastic sheets, riprap or culverts to prevent the erosion of banks and beds of watercourses or drainage swales where runoff will be increased due to construction activities. B. Preserve natural vegetation to greatest extent possible. C. Locate temporary storage and route construction traffic so as to preserve vegetation and minimize erosion. D. Comply with the City of Fort Collins' Storm Drainage Erosion Control Manual. General Requirements - Page 14 of 17 1.5 TRAFFIC CONTROL A. Maintain traffic control in accordance with the "Manual of Uniform Traffic Control Devices" (MUTCD), the City of Fort Collins "Work Area Traffic Control Handbook," and the current "Larimer County Urban Area Street Standards." In the event of a conflict between the MUTCD criteria and the City's criteria, the City's criteria shall govern. 1.6 HAUL ROUTES The Engineer reserves the right to set haul routes in order to protect pavements, both new and old, from heavy loads. These pavements may include, but are not limited to, recently constructed pavements, recently overlaid pavements, and/or pavements whose condition would be significantly damaged by heavy loads. END OF SECTION Geneml Requirements - Page 15 of 17 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 streets) shall be posted for "NO PARKING". The placement of these signs shall take place at least 24 hours prior to the commencement of work and shall clearly show the type of work, and the day, date and times that the message on the sign is in effect. (For example, if a street is to be patched on Wednesday, July 2, the street shall be posted no later than Tuesday, July 1, by 7:00 a.m. with a sign that reads similar to "NO PARKING, WEDNESDAY, JULY 2, 7:00 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. 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 pedestrian and vehicular access to all businesses within the project at all times. Pedestrian access must be clearly delineated and buffered from construction activities at all times, and may include construction and installation of temporary ramps and wooden walkways as necessary. 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 630, Construction Zone Traffic Control" found herein. Project Spec] ficltions- Paoc 2 of30 NO PARKING Wea Jul%, i 7:00 AM = 6mmOO PM PATCHING Project Specifications - Page 3 of 30 REVISION OF SECTION 105 CONTROL OF WORK Section 105 of the Standard Specifications is hereby revised as follows: COOPERATION WITH UTILITIES Subsection 105.10 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 may be installed at other intersections where they do not now exist. New and replacement loop detectors will be installed by the City Traffic Division. The Contractor shall cooperate with the schedule of this work to insure the timely installation of new loop detectors. Also, the Contractor shall coordinate with the City Traffic Division to insure that any cleanup required after the installation of the loop detectors will be completed before concrete placement operations begin. COOPERATION BETWEEN CONTRACTORS Subsection 105.11 shall include the following: City Utilities, Streets, Parks, Traffic, and utility contractors may perform work related to the project within or near the limits of this project. The Contractor shall conduct the work without interfering or hindering the progress or completion of the work being performed by other contractors. The Contractor shall coordinate extensively with these entities to minimize traffic control and scheduling conflicts, and ensure timely completion of all the work. INSPECTION AND TESTING OF WORK Subsection 105.15 shall include the following: The Contractor shall keep the Engineer informed of his future construction operations to facilitate scheduling of required inspection, measuring for pay quantities, and sampling. The Contractor shall notify the Engineer a minimum of 24 hours in advance of starting any construction operation that will require inspection, measuring for pay quantities, or sampling. Failure of the Contractor to provide such notice will relieve the owner and the Engineer from any responsibility for additional costs or delays caused by such failure. Inspection of the work or materials shall not relieve the Contractor of any of his obligations to fulfill his contract as prescribed. Work and materials not meeting specifications shall be corrected and unsuitable work or materials may be rejected, notwithstanding that such work or materials have been previously inspected by the Engineer or that payment therefore has been included in the progress estimate. MAINTENANCE DURING CONSTRUCTION Subsection 105.18 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. Project Spec i tications - Page 4 of 30 REVISION OF SECTION 105 CONTROL OF WORK The Contractor shall utilize a combination of pick-up brooms, side brooms and/or other equipment as needed 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 prescribed 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. Project Specifications - Page 5 of 30 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.e. concrete, road base, etc.) to a minimum depth of four (4) inches, prepare all edges to be clean and vertical, and place (see below) and compact topsoil. The topsoil shall be compacted utilizing a hand operated roller or other method approved by the Engineer. 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 any portion of the area to be repaired is greater than five (5) inches in width, the Contractor shall clean and prepare the area along the entire length of the repair location as stated above to a minimum of one (I ) foot, place sod over the entire area, water once, and notify the property owner in writing of the nature of the work that has taken place and that the sod will be watered only once. If the area to be repaired is only damaged on the surface, the Contractor shall remove the damaged areas of sod to a depth that will allow new sod to be placed, place new sod, water once and notify the property owner in writing of the nature of the work that has taken place and the fact that the sod will be watered only once. The minimum overall width of the area to be sodded shall be one (1) foot. 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, 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 of topsoil, sod and sprinkler relocation will be provided by the City under separate contract. Protect Spec tications - Page 6 of 30 REVISION OF SECTION 107 PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPE All landscaping that is damaged due to construction operations shall be replaced by the Contractor at his expense unless a written waiver is obtained from the property owner and submitted to the Engineer. Re -sodded lawns shall be watered once by the Contractor. All costs for protecting and restoring landscaping and lawns shall be considered a subsidiary obligation of the Contractor in connection with the various items of the Work, and no measurement or payment shall be made separately for the protection and restoration of landscaping and lawns. 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 adnannent, the placement of topsoil, sod, and sprinkler relocation will be provided b.v the Citv 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. Project Spec licutions - Page 7 of 30 REVISION OF SECTION 108 PROSECUTION AND PROGRESS Section 108 of the Standard Specifications is hereby revised as follows: SCHEDULE Subsection 108.03 shall include the following: 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. LIMITATION OF OPERATIONS Subsection 108.04 shall include the following: The work shall be completed within the following calendar months: E FEB MAR APR I MAY I JUN I JUL I AUG I SEPT I OCT I NOV DEC DETERMINATION AND EXTENSION OF TIME Subsection 108.07 shall include the following: Work hours shall be 7:00 a.m. to 6:00 p.m., Monday through Friday, or as approved by the Engineer. All Work is to be completed in one hundred twenty (120) consecutive working days. FAILURE TO COMPLETE WORK ON TIME Subsection 108.08 shall include the following: Failure to meet the agreed upon milestones or fully complete the project in one hundred twenty (120) 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 prices of the Contractor from any monies due the Contractor in lieu of liquidated damages. Project Specifications - Page 8 of 30 The Contract Documents and Construction Drawings may be examined online at: City of Fort Collins BuySpeed: https://secure2.fcgov.com/bso/login.jsp Copies of the Contract Documents, complete with Construction Specifications and Drawings, may be viewed at: City of Fort Collins Purchasing 215 N. Mason, 2"" Fl., Fort Collins 80524 Prospective Bidders are invited to present their questions relative to this Bid proposal at this meeting. Bids will be received as set forth in the Bidding Documents. The Work is expected to be commenced within the time as required by Section 2.3 of General Conditions. Substantial Completion of the Work is required as specified in the Agreement. The successful Bidder will be required to furnish a Performance Bond and a Payment Bond guaranteeing faithful performance and the payment of all bills and obligations arising from the performance of the Contract. No Bid may be withdrawn within a period of forty-five (45) days after the date fixed for opening Bids. The OWNER reserves the right to reject any and all Bids, and to waive any informalities and irregularities therein. Bid security in the amount of not less than 50 of the total Bid must accompany each Bid in the form specified in the Instructions to Bidders. Sales Prohibited/Conflict of Interest: No officer, employee, or member of City Council, shall have a financial interest in the sale to the City of any real or personal property, equipment, material, supplies or services where such officer or employee exercises directly or indirectly any decision -making authority concerning such sale or any supervisory authority over the services to be rendered. This rule also applies to subcontracts with the City. Soliciting or accepting any gift, gratuity favor, entertainment_, kickback or any items of monetary value from any person who has or is seeking to do business with the City of Fort Collins is prohibited City of Fort Collins By 9r,Pchasing/Risk es B. O'Neill, II, CPPO, Management Director 07/2001 Section 00020 Page 2 REVISION OF SECTION 201 CLEARING AND GRUBBING Section 201 of the Standard Specifications is hereby revised as follows: CONSTRUCTION REQUIREMENTS Subsection 201.02 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. BASIS OF PAYMENT Subsection 201.04 shall be amended to include the following: 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. Pro'Iect Specifications - Page 9 of 30 REVISION OF SECTION 202 REMOVAL OF STRUCTURES AND OBSTRUCTIONS Section 202 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 202.01 is revised to include the following: This work consists of sawing and cutting to facilitate controlled breaking and removal of concrete and asphalt to a neat line. CONSTRUCTION REQUIREMENTS Subsection 202.02 is revised to include the following: Sawing of concrete shall be done to a true line, with a vertical face, unless otherwise specified. The depth of a saw cut in concrete shall be 4 inches or less, as directed by the Engineer. Residue from sawing shall be removed by the Contractor at the earliest opportunity. The Contractor shall prevent tracking of residue onto the roadway or walkway, and shall prevent discharge into the storm drainage system. METHOD OF MEASUREMENT Subsection 202.11 is revised to include the following: Sawing shall be measured by the lineal foot. This item shall only be used where the Engineer directs sawing not already being paid under another item. Sawcutting related to the items described in Revision of Section 608, Sidewalks, Curb & Gutter, Drive Approaches, Aprons, Crosspans, and Concrete Pavement, shall be considered a subsidiary obligation of the Contractor, and shall not be measured or paid for separately. BASIS OF PAYMENT Subsection 202.12 is revised to include the following: Payment will be made under: Pay Item 202.01 Sawcutting < 4" Unit LF 202.02 Sawcutting— Additional Inch Depth LF/Inch The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in Sawcutting as specified in these specifications, as shown on the plans, and as directed by the Engineer. Protect Spec i ticatfons - Page 10 of 30 REVISION OF SECTION 203 EXCAVATION AND EMBANKMENT Section 203 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 203.01 is revised to include the following: This work shall consist of removing and disposing of the existing pavement, base or other material, preparing the subgrade for the subsequent course, and placing borrow in accordance with the specifications and in reasonably close conformity with the lines, grades, and typical cross sections shown on the plans or as designated by the Engineer. All excavation will be classified, "General Excavation', as hereafter described. The Contractor shall dispose of all excavated material. CONSTRUCTION REQUIREMENTS Subsection 203.05 is revised to include the following: General Excavation shall consist of the excavation of all materials of whatever character required for the work not being removed under some other item. The Contractor shall be responsible for the protection ofthe subgrade/base course until subsequent courses have been placed. The excavation will be accomplished in the following manner: General Excavation: The areas to be removed will be marked on the surface by the Engineer with paint. A straight vertical cut shall be made through the pavement, if necessary, to provide a square or rectangular opening, such that each edge will be parallel or at right angles to the direction of traffic. Wheel cutting shall not be allowed. If, in the opinion of the Engineer, the subgrade material is unsuitable, it shall be removed to the limits and depths designated. Where excavation to the finished grade section (including General Excavation and Patching) results in a subgrade of unsuitable soil, the Engineer may require the Contractor to remove the unsuitable materials and backfill to the finished grade section with approved material (asphalt or borrow). After the material has been removed to the depth specified by the Engineer, the Contractor shall prepare the subgrade by compacting with a sheepstoot roller, rubber tired roller and/or other compaction equipment as approved by the Engineer. The subgrade preparation shall not be measured and paid for separately, but shall be included in the contract unit price for General Excavation. Borrow: Borrow shall be placed as directed by the Engineer. The minimum amount of borrow shall be one load (approximately ten (10) ton). The cost for compaction shall be included in the Contract Unit Price for Borrow. Borrow material shall meet the grading requirement for Class I (Pit Run) or Class 5 (Road Base) Aggregate Base Course. (The Class I Aggregate Base Course need not be crushed and can be of the pit run variety provided it falls within the gradation requirements as shown in the Standard Specifications.) The material required for a specific location shall be directed by the Engineer Project Spec] l ications- Page 11 ot30 REVISION OF SECTION 203 EXCAVATION AND EMBANKMENT Borrow will be paid by the ton at the proper moisture. Haul and water necessary to bring mixture to optimum moisture content will not be measured or paid for separately, but shall be included in the contract unit price for Borrow. Load slips shall be consecutively numbered for each day, and submitted to the Engineer daily. METHOD OF MEASUREMENT Subsection 203.13 shall include the following: The Contractor and the Engineer shall field measure and agree upon the excavated quantity before any further work continues. Should the Contractor fail to request the Engineer to measure any work and perform other work that would prevent the Engineer from measuring pay quantities, the Contractor shall not be compensated for materials not measured by the Engineer. The accepted quantities of Excavation will be paid for at the contract unit price per cubic yard. Subgrade preparation, haul and disposal will not be measured and paid for separately. The accepted quantities of Borrow will be paid for at the contract unit price per ton. Compaction and haul will not be measured and paid for separately. BASIS OF PAYMENT Subsection 203.14 shall include the following: Payment will be made under: Pay Item Unit 203.01 Excavation — General CY 203.02 Borrow Ton 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 Excavation and Borrow including haul, stockpiling, placing material, watering or drying soil, compaction, proof rolling, finish grading and disposal of unusable materials, as shown on the plans, as specified in these specifications, and as directed by the Engineer. Project Specifications - Page 12 A 30 REVISION OF SECTION 212 SEEDING, FERTILIZER AND SODDING Section 212 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 212.01 is revised to include the following: This work shall consist of soil preparation and furnishing 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. This work shall not include locations of concrete repair in which grade changes and additional work does not occur. See 'Protection and Restoration of Property" found herein. MATERIALS 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 may be used only if approved in writing by the Engineer. The I %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 submit a sample of the sod he proposes to furnish. Said sample shall serve as a standard. Any sod furnished, 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 shal I be accompanied by a certificate from the grower stating the type of sod, and the date and time of cutting. CONSTRUCTION REQUIREMENTS Subsection 212.05 is revised to include the following Sodding: Soil Preparation. The area shall be cleaned with a minimum depth of four (4) inches (where topsoil does not exist) and a minimum 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. 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. 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 run 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 ofthis section but will not be measured and paid for under the terms of this contract. Project Specifications - Page 13 of30 REVISION OF SECTION 212 SEEDING, FERTILIZER AND SODDING BASIS OF PAYMENT 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. Payment will be made under: Pay Item 212.01 Sod Unit Square Foot 212.02 Landscape/Irrigation Labor Hour The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in the placement of Seeding, Fertilizer and Sodding, complete -in -place, including removal, haul, disposal, and water, as shown on the plans, as specified in these specifications, and as directed by the Engineer. Project Specifications- Page 14 of 30 REVISION OF SECTION 304 AGGREGATE BASE COURSE Section 304 of the Standard Specifications is hereby revised as follows: MATERIALS Subsection 304.02 is revised to include the following: Aggregate Base Course shall meet the grading requirements for Class 5. Recycled asphalt or recycled concrete may be substituted for Aggregate Base Course at any time as directed by the Engineer. METHOD OF MEASUREMENT Subsection 304.07 is revised to include the following: Aggregate Base Course will be measured by the ton at the proper moisture. Haul and water necessary to bring mixture to optimum moisture content will not be measured and paid for separately, but shall be included in the contract unit price for Aggregate Base Course. Aggregate Base Course will be paid at a fixed 75% of the total amount used. The remaining 25% is intended to cover incidentals such as temporary patching, wash pits, form board reinforcement, and storm water protection. Failure to protect open excavations, or any other use not directly related to the Work, shall not be measured or paid for separately but shall be included in the Work. Borrow that is placed as a result of excavation of unsuitable subgrade will be paid for at the unit price for Borrow under Revision of Section 203, Excavation and Embankment. Load slips shall be consecutively numbered for each day, and submitted to the Engineer daily. The accepted quantities for Aggregate Base Course will be paid for at the contract unit price per ton BASIS OF PAYMENT Subsection 304.08 is revised to include the following: Payment will be made under: Pay Item 304.01 Aggregate Base Course Unit Ton The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in the placement of Aggregate Base Course, complete -in -place, including haul and water, as shown on the plans, as specified in these specifications, and as directed by the Engineer. Project Specil cations- Page 15 of 30 REVISION OF SECTION 403 HOT BITUMINOUS PAVEMENT - PATCHING Section 403 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 403.01 is revised to include the following: This work consists of the placement of hot mix asphalt as a temporary repair to provide vehicle or pedestrian access, until such time as the permanent repair can be made. CONSTRUCTION REQUIREMENTS Subsection 403.03 is revised to include the following: In all concrete repair locations, the Contractor shall remove no more than six (6) inches of asphalt pavement. The pavement areas shall be temporarily patched with a minimum of two (2) inches ofhot mix asphalt, up to a maximum depth of six (6) inches. These locations shall be paid under the Contract Unit Price for Temporary Patching. METHOD OF MEASUREMENT Subsection 403.04 is revised to include the following: The accepted quantities for Temporary Patching will be measured and paid for at the contract unit price per 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. BASIS OF PAYMENT Subsection 403.05 is revised to include the following: Payment will be made under: Pay Item 403.01 Temporary Patching Unit Ton 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 Temporary Patching, including pavement cutting, excavation, haul, disposal, surface preparation, and bituminous materials, complete -in -place, as shown on these plans, as specified in these specifications, and as directed by the Engineer. Project Specifications - Page 16 or 30 REVISION OF SECTION 604 INLETS AND CULVERTS Section 604 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 604.01 is revised to include the following: This work shall consist of the installation of, or removal and replacement of inlets, inlet decks, and sidewalk culverts in accordance with these specifications, and in reasonably close conformity with the lines and grades shown on the plans or established by the Engineer. CONSTRUCTION REQUIREMENTS Subsection 604.04 is revised to include the following: The existing frames, grates, bonnets and angle iron faces shall be salvaged and reused in the reconstruction of the inlet deck or replacement of the inlet. Salvable material shall remain the property of the City of Fort Collins, and shall be stockpiled by the Contractor at specified locations within the project limits. The Contractor shall safeguard salvable materials and shall be responsible for the expense of repairing or replacing damaged or missing material until it is incorporated into the work, or is loaded onto City equipment by the Contractor. If the frame, grate, bonnet or angle iron face cannot be salvaged, the City will provide the replacement material for all inlet types. In the event the City cannot provide material for the Modified Type 13 Curb Inlets, the Contractor shall supply new material. This item shall include the frame, grate and adjustable curb bonnet for a Modified Type 13 Curb Inlet, and will be paid as "Modified Type 13 Curb Inlet - Materials Only". This item will be paid in addition to the "Remove & Replace" or "Reconstruct Deck" inlet items. All reinforcing steel encountered during removal shall be replaced with new steel of the grade and size as shown on the detail found herein. The "Metal Sidewalk Culvert with 5/8" Plate" item shall include a new frame and plate. The existing frame and plate shall be salvaged to the maximum extent feasible. Salvable material shall remain the property of the City of Fort Collins. 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 under the items described in Revision of Sections 608 and 609 - Sidewalks, Curb and Gutter, Drive Approaches, Aprons and Crosspans found herein. Expansion joint material shall be installed every 500' in long runs and between new structure slabs and existing concrete slabs, where called for, and around fire hydrants, poles, inlets, sidewalk culverts, mid -block ramps, radius points at intersections, and other fixed objects, i.e. ends of sidewalk slabs and curbs. Expansion joint material must be set vertical and installed in accordance with the CDOT M&S Standards for -Concrete Pavement Joints. The joint shall be edged with a suitable edging tool and sealed in accordance with CDOT Section 412.18. Expansion and caulking shall be paid as "Expansion and Caulking" by the lineal foot. Project Specifications - Page 17 of30 REVISION OF SECTION 604 INLETS AND CULVERTS METHOD OF MEASUREMENT Subsection 604.06 is revised to include the following: Reconstruct Deck shall include the deck reconstruction of existing inlets, including two, three and a half foot (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 Deck" per each, plus "Reconstruct Deck Additional Foot Opening" per lineal foot. BASIS OF PAYMENT Subsection 604.07 is revised to include the following: Payment will be made under: Pay Item Unit 604.01 Type R Inlet — Remove & Replace (4' Opening) Each 604.02 Type R Inlet — Reconstruct Deck (4' Opening) Each 604.03 Type R Inlet —Reconstruct Deck Additional Foot Opening Lineal Foot 604.04 Catch Basin - Remove & Replace Each 604.05 Catch Basin - Reconstruct Deck Each 604.06 Catch Basin - Reconstruct Deck Additional Foot Opening Lineal Foot 604.07 Modified Type 13 Curb Inlet - Remove & Replace Each 604.08 Modified Type 13 Curb Inlet - Reconstruct Deck Each 604.09 Modified Type 13 Curb Inlet - Materials Only Each 604.10 Concrete Sidewalk Culvert- Remove & Replace Each 604.11 Metal Sidewalk Culvert with 518" Plate - Remove & Replace Each 604.12 Additional Square Foot 5/8" Plate Square Foot The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in 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 Ptige 18 of 30 SECTION 00100 INSTRUCTIONS TO BIDDERS REVISION OF SECTIONS 608 AND 609 SIDEWALKS, CURB & GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, AND CONCRETE PAVEMENT The finished exposed surface and edging ofthe concrete will match as closely as possible the surface treatment of the surrounding existing concrete. In locations where concrete pavement is replaced, the new pavement shall have a minimum thickness of 8". 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 sealed with an asphalt filler compound, or approved equal, in accordance with the detail for "Concrete Pavement Joints" contained herein. The cost for joint sealing shall be included in the contract unit price for "Concrete Pavement" 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, joints along existing curb and gutter, and contraction joints, in accordance with the detail for "Concrete Pavement Joints" contained herein. In addition, dowels shall be 16" smooth #5 bars. The dowels shall be placed in drilled holes, 12" OC. Dowels shall fit snugly into 8" deep drilled holes, or shall be epoxy grouted. In locations where concrete pavement is being replaced, the construction joint (s) shall be constructed in accordance with the detail for "Concrete Pavement Joints" 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. All construction joints for crosspans and/or aprons adjacent to new or existing concrete shall be constructed in accordance with the detail for "Concrete Construction Joints" contained herein. This item will not be measured or paid for separately under the terms of this contract. 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 is 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 minimum of 36 hours after the placement of curing compound for 48 hour high early concrete. Concrete blankets shall be used when the temperature is expected to fall to 32'T or below within 36 hours after 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 Project Specifications - Page 20 or30 REVISION OF SECTIONS 608 AND 609 SIDEWALKS, CURB & GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, AND CONCRETE PAVEMENT Concrete washout/truck washout shall be contained in such a manner that no visual evidence of cement or aggregate spoils remains on the site. In addition, direct washout to curb and gutter flow lines or inlet structures is prohibited. Washout may be accomplished by use of a designated spoils/base pile, as described in Section 208 of the Standard Specifications, or at an identified off -site location. Methods shall be submitted for approval by the Engineer. Flagstone sidewalk, brick pavers and trolley roadbed bricks shall be salvaged to the maximum extent feasible. All flagstones, pavers and bricks shall become the property of the City of Fort Collins. Flagstones shall be hauled by the contractor and delivered to the City's site located at 1500 Hoffman Mill Road. This item will not be measured or paid for separately, but shall be considered incidental to the related remove and replace item. In areas where the Engineer directs the re -setting of flagstone, the existing flagstone shall be salvaged and reset on compacted base. The elevation of the flagstone shall match as closely as possible the surface treatment of the surrounding existing area. METHOD OF MEASUREMENT Sawcutting related to the items in this section shall be considered a subsidiary obligation of the Contractor, and shall not be measured or paid for separately. Pedestrian Access Ramp shall be measured by the square foot and shall include the area between the back of the curb and both points of curvature, if on the radius, or the top of transition if mid -block. Pedestrian Access Ramp — Highback Curb shall be measured by the square foot. The length shall be measured from the back of the curb to the top of the transition at the back of the ramp, and the width shall be measured at the midpoint. All pedestrian access ramps shall be placed in accordance with the details contained herein. The ramp items shall include all labor, materials (except truncated domes), equipment and incidentals, including removal, saw - cutting, haul and disposal, and for doing all the work involved in removal and replacement of pedestrian access ramps. Truncated dome panels shall be placed on all pedestrian access ramps. Truncated Dome Panel will be paid in addition to the ramp item. This item shall include all labor, materials, and surface preparation to supply and place the panels at pedestrian access ramps. Truncated dome panels shall be red pre -fabricated concrete or cast iron, and shall meet all ADA requirements. The type of truncated dome panels to be used shall be submitted to the Engineer for approval prior to installation. Dome panels shall be placed at the same time as the initial ramp placement. All panels shall be epoxied on the non -exposed surfaces prior to being set in wet concrete. Expansionjoint material shall be installed every 500' in long runs and between new structure slabs and existing concrete slabs, where called for and around fire hydrants, poles, inlets, sidewalk under -drains, mid -block ramps, radius points at intersections, and other fixed objects, i.e. ends of sidewalk slabs and curbs. Expansion joint material must be set vertical and installed in accordance with the CDOT M&S Standards for Concrete Pavement Joints. The joint shall be edged with a suitable edging tool and sealed in accordance with CDOT Section 412.18. This item will be paid as Expansion and Caulking by the lineal foot. Reset Flagstone shall be measured by the square foot of reset area Protect Specifications - Page 21 of 30 REVISION OF SECTIONS 608 AND 609 SIDEWALKS, CURB & GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, AND CONCRETE PAVEMENT BASIS OF PAYMENT Payment will be made under: Pay Item 608.01 Remove Concrete 608.02 Remove and Haul Fillets 608.03 Apron 8" - Remove & Replace 608.04 Crosspan 8" - Remove & Replace 608.05 Driveover Curb, Gutter and 6" Sidewalk Remove & Replace 608.06 Driveover Curb and Gutter, No Sidewalk Remove & Replace 608.07 Vertical Curb, Gutter and 6" Sidewalk Remove & Replace 608.08 Vertical Curb and Gutter - No Sidewalk Remove & Replace 608.09 Vertical Outfall Curb and Gutter - Remove & Replace 608.10 Barrier Curb 12" — Remove & Replace 608.11 Hollywood Curb, Gutter and 6" Sidewalk Remove & Replace 608.12 Hollywood Curb and Gutter - No Sidewalk Remove & Replace 608.13 Highback Curb and Gutter - No Sidewalk Remove & Replace 608.14 Pedestrian Access Ramp - Remove & Replace 608.15 Pedestrian Access Ramp, Highback Curb Remove and Replace 608.16 Truncated Dome Panel 608.17 Flatwork 4" - Remove & Replace 608.18 Flatwork 6" - Remove & Replace 608.19 Replace Flatwork — I" Additional Depth Project Spec i lications - Paee 22 or30 Unit SF EACH SF SF LF LF LF LF LF LF LF LF LF SF SF SF SF SF SF REVISION OF SECTIONS 608 AND 609 SIDEWALKS, CURB & GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, AND CONCRETE PAVEMENT 608.20 Colored Concrete (4") San Diego Buff— Up Charge SF 608.21 4' Valley Pan (6") — Remove & Replace SF 608.22 Concrete Pavement 8" - Remove & Replace SF 608.23 Alley Approach 8" - Remove & Replace SF 608.24 Expansion & Caulking LF 608.25 Splashblock 4" SF 608.26 Exposed Aggregate 4" — Up Charge SF 608.27 Reset Flagstone SF The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and fordoing all the work involved in Sidewalks, Curb & Gutter, Drive Approaches, Aprons, Crosspans, and Concrete Pavement, complete -in -place, including removal, sawcutting, haul and disposal, as shown on the plans, as specified in these specifications, and as directed by the Engineer. Project Spec d)cations - Page 23 of 30 REVISION OF SECTION 630 TRAFFIC CONTROL DEVICES Section 630 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 630.01 shall be revised as follows: This work shall consist of furnishing, 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", and the current Larimer County Urban Area Street Standards. 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 minimizes the hazards to pedestrians, bicyclists and vehicles. Traffic control devices shall be removed from the site immediately upon completion of the work for any street(s). MATERIALS Subsection 630.02 shall include the following: All traffic control devices placed for this project must meet or exceed the minimum standards set forth in the MUTCD. All traffic control devices shall be clean and in good operating condition when delivered and shall be maintained in that manner on a daily basis. All traffic control devices shall be clearly marked and free of crossed out information or any other form of defacement that detracts from the purpose for which they are intended (i.e. crossed out information, information written in long -hand style, etc.) Additionally, any sign blank with sign faces on both sides must have the back sign face covered when in use to avoid confusion to motorists traveling in the opposite direction and other potentially affected parties, such as residents affected by any information the sign may present. CONSTRUCTION REQUIREMENTS Subsection 630.09 shall be revised as follows: TRAFFIC CONTROL PLAN 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 "I raffic Control Plans shall be submitted for approval to the Engineer by 8:00 a.m., 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 8:00 a.m.) Full road closure plans shall be submitted no later than Friday mornings by 8:00 a.m. for projects starting the following week. All plans shall be delivered to City Project Specifications - Page 24 of 30 REVISION OF SECTION 630 TRAFFIC CONTROL DEVICES 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. All costs associated with Traffic Control Plan review will not be measured or paid for separately, but shall be considered incidental to the Work. The Traffic Control Plan shall include, as a minimum, the following: (1) A detailed diagram which shows the location of all sign placements, including advance 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 11, and Type 111 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 8:00 a.m.. 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 8:00 a.m.) All plans shall be delivered to City Engineering, 281 North College Avenue. Facsimiles of plans shall not be allowed. No phase of the construction shall start until the Parking Restriction Plan has been approved. Failure to have an approved Parking Restriction Plan shall constitute cause for the City to stop work, as well as the Contractor's forfeiture of payment for all work and materials at that location, with no adjustment in the contract time. The cost for preparing and submitting the traffic control plan shall be included in the contract unit price for Traffic Control Supervisor. Subsection 630.10 shall be revised as follows: TRAFFIC CONTROL MANAGEMENT Traffic Control Management shall be performed by a Traffic Control Supervisor (TCS). The TCS(s) shall possess a current American Traffic Safety Services Association (ATSSA) certification as a Worksite Traffic Control Supervisor or Colorado Contractor's Association (CCA) certification as a Traffic Control Supervisor. (Proof of certification shall be presented to the City Traffic Control Manager, and when requested by a City representative, for each TCS utilized on this project.) One TCS shall be designated as the Head TCS. The Head TCS shall have a minimum of one year experience as a certified TCS. Qualifications shall be submitted to the Engineer for approval a minimum of one week prior to commencement of the work. The Head TCS shall be on site at all times during the construction when Project Specifications- Page 25 of30 REVISION OF SECTION 630 TRAFFIC CONTROL DEVICES payment is made under the contract unit price for Traffic Control Supervisor per day. When the TCS is being paid under the TCS per hour item, time spent on site may be modified by the City Representative, as needed, based on the size and complexity of the project, location of work, duration of the project, traffic factors, weather, and roadway characteristics. 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 ofthe specifications that the Head TCS be the same throughout the project. If the Head TCS is to be replaced during the project, the Engineer shall be given a minimum of one (1) weeks notice and qualifications shall be submitted for approval for the replacement. The Head TCS will be paid for under the TCS item. The TCS's duties shall include, but not be limited to: (1) Preparing, revising and submitting Traffic Control Plans as required. (Review fees will not be measured or paid for separately, but shall be considered incidental to the Work.) (2) Direct supervision of project flaggers. (3) Coordinating all traffic control related operations, includingthose ofthe Subcontractors and suppliers. (4) Coordinating project activities with appropriate police and fire control agencies, Transfort, school districts and other affected agencies and parties prior to construction. Typed hand delivered notification to all businesses and residents at least 24 hours prior to construction. (The notification of residents and businesses may be accomplished by a representative of the TCS.) (5) Maintaining a project traffic control diary which shall become part ofthe City's project records. (6) Inspecting traffic control devices on every calendar day for the duration ofthe project. (7) Insuring that traffic control devices are functioning as required. (8) Overseeing all requirements covered by the plans and specifications which contribute to the convenience, safety and orderly movement of traffic. (9) Flagging. (10) Setting up traffic control devices. Notification of residents and businesses shall be the responsibility of the TCS and shall consist of distributing letters indicating the nature ofthe work to be completed, any special instructions to the residents (i.e. limits on lawn watering during concrete pouring, etc.), the dates and times of the work, and the parking and access restrictions that will apply, as well as thorough information placed on "NO PARKING" signs. Sample letters will be provided by the Engineer and shall be distributed prior to the commencement of each phase ofthe work. Letters shall be submitted with the Traffic Control Plans for approval. Approved letters shall be distributed a minimum of 24 hours prior to the commencement of work. (Note: The time frame criteria for distributing letters are the same as for posting "NO PARKING" signs.) The cost for preparing and distributing the letters shall be included in the cost for TCS. Project Specifications - Page 26 of 30 REVISION OF SECTION 630 TRAFFIC CONTROL DEVICES 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 their 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. All costs associated with "on call" service, excluding actual hours worked, shall be included in the contract unit price for Traffic Control Supervisor. The TCS's will be paid only for days the Contractor works, and as directed by the Engineer. On weekends and other days the Contractor is not working, the TCS will not be paid. Time spent maintaining signs on the weekends, holidays, bad weather days, and other days the Contractor does not work shall be included in the unit prices for the equipment. Time spent setting up equipment, modifying equipment, maintaining equipment, and picking up equipment shall be included in the unit prices for the equipment. All traffic control devices shall be placed under the supervision of a Traffic Control Supervisor. The Traffic Control Supervisor shall have up to date copies of the City of Fort Collins' "Work Area Traffic Control Handbook", and Part VI of the MUTCD, pertaining to traffic controls for street and highway construction, available at all times. METHOD OF MEASUREMENT Subsection 630.14 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 channelizing devices consisting of vertical panel, cones, or drum channelizing devices will be measured by the unit. Barricade warning lights shall be measured and paid for separately if approved by the Engineer. Advance Warning Flashing or Sequencing 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, maintaining equipment, and picking up equipment (not including "NO PARKING" Sign with Stand) during authorized days shall be included in the Contract Unit Price for Traffic Control Supervisor. Project Specifications- Page 27 of 30 REVISION OF SECTION 630 TRAFFIC CONTROL DEVICES 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 beat the Contractor's expense. Flagger breaks shall be included in the Contract Unit Price for Flagging. The method for covering flagger breaks shall be approved by the Engineer. Flagging outside of the construction work hours will not be paid for under the terms of this contract unless authorized in writing by the Engineer. Flagger stand-by time will not be paid for under the terms of this contract. In locations where traffic control is set up and the work is not performed due to Contractor caused delays, the traffic control shall not be paid for under the terms of this contract. The costs for advance warning "NO PARKING" signs for periods in excess of 24 hours prior to the advancement of work, including those instances when said signs have been changed or otherwise updated to reflect current schedules, will not be paid for under the terms 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 which are not removed from the site immediately upon completion of the work. BASIS OF PAYMENT Subsection 630.15 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 furnishing, 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 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 ofthe work, the Specialty Signs shall be returned to 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 630.01 "NO PARKING" Sign with Stand Per Day Per Each 630.02 Vertical Panel without Light Per Day Per Each 630.03 Channelizing Drum without Light Per Day Per Each Project Specifications - PegC 28 or io REVISION OF SECTION 630 TRAFFIC CONTROL DEVICES 630.04 Type I/11 Barricade without Light Per Day Per Each 630.05 Type III Barricade without Light Per Day Per Each 630.06 Size A Sign with Stand Per Day Per Each 630.07 Size B Sign with Stand Per Day Per Each 630.08 Size A Specialty Sign - Cost of Manufacturing Each 630.09 Size B Specialty Sign - Cost of Manufacturing Each 630.10 Cone with Reflective Strip Per Day Per Each 630.11 Safety Fence Per Day Per Roll 630.12 Light Per Day Per Each 630.13 Advance Warning Flashing or Sequencing Arrow Panel Per Unit Per Day 630.14 Variable Message Board Per Day Per Each 630.15 Traffic Control Supervisor Per Day 630.16 Traffic Control Supervisor Per Hour 630.17 Flagging Per Each Per Hour 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 29 of 30 SECTION 00100 INSTRUCTIONS TO BIDDERS 1.0 DEFINED TERMS Terms used in these Instructions to Bidders which are defined in the Standard General Conditions of the Construction Contract (No. 1910-8, 1990 ed.) have the meanings assigned to them in the General Conditions. The term "Bidder" means one who submits a Bid to OWNER, as distinct from a sub -bidder, who submits a Bid to Bidder. The terms "Successful Bidder" means the lowest, qualified, responsible and responsive Bidder to whom OWNER (on basis of OWNER's evaluation as hereinafter provided) makes an award. The term "Bidding Documents" includes the Advertisement or Invitation to Bid, Instructions to Bidders, the Bid Form, and the proposed Contract Documents (including all Addenda issued prior to receipt of Bids). 2.0 COPIES OF BIDDING DOCUMENTS 2.1. Complete sets of Bidding Documents may be obtained as stated in the Invitation to Bid. No partial sets will be issued. The Bidding Documents may be examined at the locations identified in the Invitation to Bid. 2.2. Complete sets of Bidding Documents shall be used in preparing Bids; neither OWNER nor Engineer assumes any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. 2.3. The submitted Bid proposal shall include Sections 00300, 00410, 00420, and 00430 fully executed. 2.4. OWNER and Engineer, in making copies of Bidding Documents available on the above terms, do so only for the purpose of obtaining Bids on the Work and do not confer a license or grant for any other use. 3.0 QUALIFICATION OF BIDDERS 3.1 To demonstrate qualifications to perform the Work, each Bidder must submit at the time of the Bid opening, a written statement of qualifications including financial data, a summary of previous experience, previous commitments and evidence of authority to conduct business in the jurisdiction where the Project is located. Each Bid must contain evidence of Bidder's qualification to do business in the state where the Project is located or covenant to obtain such qualification prior to award of the contract. The Statement of Qualifications shall be prepared on the form provided in Section 00420. 12/03 Section 00100 Page 1 REVISION OF SECTION 630 TRAFFIC CONTROL DEVICES SPECIAL 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 ON ARTERIALS 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 PUBLIC THROUGH THE MEDIA. SPECIAL CONDITIONS FOR WORK ON RESIDENTIAL STREETS NOTE: FULL CLOSURES ON ALL RESIDENTIAL STREETS SHALL BE ALLOWED AS SHOWN ON THE TRAFFIC CONTROL PLANS. Prolcct Specifications - Page 30 of 30 SECTION I12500 DO 01I1I HSTIOIATE STREET FROM TO 20201 203.01 304.07. 403,50 604.02 60403 604.05. 604.08 -60.01.... Sawcu[4" General c Excavation Aggregate Base Temp. Patching Recou Type InletDeck4' Opening P�... Y Rion. Type R Curb Inlet Deek - Add. 1' Opening Recon Inlet Deck. -Catch �� Recon Modified Type 13 Curb Inlet Deck Remove 'Concrete LF CY TON TON ... EA LF EA EA .SF. EASTDA=DR STOVERST ISTOVER ST I Eli, I O.UU 000 O.(RE 000 0,00 OEM 001) 0.1111 AREA SUB TOTAL 1 0,00 OF0 0..00 0.00.,. 0,00 000 0.W ;0.00 .0110 HOARMk N1 K DR S. COLLEGE AC LANULNGS DR 000 0.00 11 00 2,00 0.00 000 0Ou U.W 1 IANDINGSDR BOARDN:ALKDR I10R'_U)OT IRD 0.01J 0.011 R800 13 W) 000 II,IIO 0.00 1)00 000 S'I:ARHOARD CT LANDINGSDR CDS II011 0.00 000 000 UAO (LII(1 000 O,W 0.00 AREA SUB TOTAL [EW GOO 100.00 15,00 000. 0.00 0.00. Loo 0.00 YIULBFRY SF IS. COLLEGE AV IRE,ERSIDE AN 000 15407 370,00 40.00 LOW 000 5.00 000 198.00 AREA SUB TOTAL 00O 154R7 370,00 40OF IAO: 0:00' 5.00 OW 198.00. I IARMONY RD. ( HOKECIIE.RRY TRL ---TT AT HILL RD_ 0.00 000 39,01) 7.W 000 O.UO (104 0.00 OW AREA SUB TOTAL 0:00 0.00. 39,00 7,00 0,00 0,00 0.00 : Q W _000 RE'MINoTON ST ih OLIVE ST LOCUSTST 0,00 0.W 20200 210(I 000 0,00 000 5IN1 000 eer' AREASUB TOTAL 0,00.. ,0.00' 202,00 21.00 ,:. 000- 000. 0,00 5.00 -;'.DW-- FA,tiIWOOD DR DRAKE Rll KIRK NOOD DR 0,01) 000 97.00 1800 3.00 5.UU 400 000 000 KIRKU'OOD DR CREEK WOO II DR FASTWOODDR U00 0U0 R.1NI 2.00 0,00 000 1101) 0.00 W10 CREEK N%OOD DR ITRAILN'OOD DR L STUAR'F DR 100 000 55,00 10.00 1 00 000 O00 000 0110 CREEK WOOD DR ('DB CREEKNOOD DR END 000 0.00 3.00 100 000 000 IL00 000 000 AREA SUB TOTAL t � 9NTELOPFRD END CARIROLDR 0,00. 000 0.00 0.I0 163.00 01N1 3100 0.W 400 1L011 500 ODU 4.00 000 000 0u0 Q00 (100 ARCTIC FOX DR LHORSETOOTH RD (:ARIBOL'DR 000 000 D.W O.W 0,00 000 000 1) 00 000 RIGHORN RD S_ I IMBERTFNL RD ARC TIC FOX DR 000 000 0.00 U.01) 000 (HIII 1)00 000 000 BOBI AI PI ANTEI. ()RE RD END 0.00 0,00 (100 000 0.00 1) 0) II 00 (1.I10 100 (Y)}'OTFPI. All L(FOX DR END 000 O,IN) 00U 0.00 000 000 0,00 000 O.UO D.ALL IT ARM PDX DR END (100 WO 0.00 O.IR) 000 000 1000 000 000 JAGUARPI ANTELOPE RD END 00O 1)00 0(10 0W 0-00 0,00 000 000 000 KODIAK CARIBOU DR 1) 000 000 O.W 0.00 000 000 OEM 0 UU MULEVSRD N'.APITIRD 1) 00 1)00 000 0.00 000 0DU 000 001) 000 PLh1 N PIE DR I NO (1 00 000 I1.OU 0OO 0U0 0W 0110 000 000 NED tCOIANTELOPERD IWFND 1)00 O.UU 0OO U.OU 000 01a1 1)00 OW 0A) 11.1)'EK TRD END 0UP 0.00 0111 O.W 000 0.00 1)00 p.W0.'APITI RDR CARIBOU DR 0.00 000 0.00 01a1 0.00 000 O00 000 000 I BTFTADR END 000 0.00 (100 0.00 1) ME 000 000 000 0W AREA SUB TOTAL 0-W 0W 0,00. O.W. 01 O.W. 0,00 (I(a) 0.00 DE6E5CT SMITH RE CUS (100 1)W "I I()1 000 q00 1)00 OUR 001) I EPROSPFLT RD PARKERSI 000 000 8.80 3.19 000 0.00 0110 000 O.UO S. COLI. BGE Al STOVERST 000 0W 1470 19.0l 0.00 000 1011 1)Y) 0.00 PARKER ST N. END 0.00 OINI 2 13 179 000 0,00 E00 1L00 1) 00 PL JRS F. PROSPECT RD PARKER ST 0OR O.DO 139 053 00O 0(1) 000 000 001) E PROSPECT RD PARKER ST 000 0W 1078 451 000 0.00 000 0.W 0 (K) I EPROSPECT RD PARKERST U,00 01N1 14] 1L6 OW wo O.UU ILIA) 000 AREA SUB TOTAL 0W O.W 41 9N 2964 0.00 000 1 (NI 0W 0.00 r;� I ol8 SECTION 025110 QL ASTIT\ES I INI ATF STREET I 1 FROM TO 608.12 608.13 608.14 608.15 608.16 601 608.18 608.19 608.22 608.23 Hot wood iS NSW R&R Hi gbhaek NSW R&R Pedestrian Access Ramp R&R Pedestrian Aceess Ramp Hi&R R&R. Truncated HD°m Panels (2`s $) tw Fl4lwork R&R 6" F1atw°rk R&R Replacc F7aiwork i" Add. UepYb. Concrete Pavement 8" R&R Alley Approach 8" R&R LF LF SF.:. SF ,. SIF SF .. SF:-. SF SF SF:.. -AS IDALEDR STOVERST STOVERST 0.00 000 1 000 000 1 0.00 000 0.00 000 000 000 AREA SUB TOTAL 1 0,00 1 0.00 000. 000"' 000 .. Q00 ORO 0,00 000 Q.BB 32ARDA4:ALK DR SCOLLEGEAV LANDINGS DR 000 1 0D0 13200 00(1 1200. 3600 15400 0.00 0.00 0.00 LANDINGS DR BOARDWALK DR HORSETOOTH RD 0.00 1 0.00 OAU 000 12-00 442.W 1145.00 0.00 000 000 S FARBOARD(1 LANDINGSDK CDS 0.00 1 00U I FOR I 01)0 1 0.00 0.00 000 0,00 000 0.00 - AREA SUB TOTAL 4140 1 000. 13200- 0.00 2400 47500'- 129900 000 FEW 0.00 M1ToLRYST SCOLI.FOE AV RIVERSIDE AV 0.00 112100 985.00 101300 21800 0.00 7445.00 1472W 64100 164300 AREA SUB TOTAL s 1 Rest 112}00 99500 1013,00, 219.00-' 000 7445011.. 247200 64200 2613W IIAR MONYRD. CI IOKECHERRY THE TAFT HILL RD. 000 0.00 336.00 000 30.00 0.00 35700 32.00 0.00 0.00 AREA SUB TOTAL 000 006. 33600.: 000 30.00' 0,00 35700 3200 000 000 REMINGTON SI F OFF, ILO( 000 1439A0 7000 1644.00 200.00 000 539600 0.OR 0.00 3300 a1 AREA SUB TOTAL -R00 143900 70.00`- 164400 200.00 000 539600` 000 000 32-00 FAS144OODDR DRAKE RD KIRKWOODDR 0,00 000 1_4900 000 3900 0.00 19700 0.00 000 000 KIRKWOODDR CREEKWO)D DR E.ASTR'OOD DR 0.00 000 000 000 0.00 0.00 000 000 000 000 (CREEK" COOK DR TRAILW'OOD DR E. STUART DR 000 000 184,00 000 24.00 000 14000 0.00 000 000 C REF KW'OOD DR CDS CREEKWOOD DR END 1)00 000 000 0.60 000 OAO 000 0110 0GO O01 AREA SUB. TOTAL s 1 000 0.00 43200. 000.. 62.00 0:00 327(X) 0.00. 0.00 R00 - ANTELOPERD END CARIBOU DR 000 0.00 000 000 0.00 0,00 000 000 (100 00U .ARCTIC I'OX DR E_ IIORSETOOTH RD CARIBOU DR 0011 01111 0.00 0,00 000 000 0,00 0.00 000 000 BIEIIORXRD S. TIMBERLINE RD ARCTIC FOX DR 000 O00 000 0.00 000 0.00 000 I100 O00 000 BOBCATIT ASTELOPE RD END IL00 000 000 0IX1 0.00 000 000 0,00 000 0,00 COYOTE PI. ARTIC FOX DR END 0.00 0.00 000 1.00 000 0,00 0.00 000 0.00 IL00 DALL PI. ARTIC FOX DR END 1LO1) 000 0,00 000 0.00 0011 000 0.00 000 001 3AGPARPL ANTELOPE RD END 000 (I00 000 100 0.00 0,00 000 000 0110 Ox) KUDIAK RD WAPITI RD CARIBOU DR 000 0.00 000 OJA 0,00 000 ITI)Il 1)00 000 000 NIUCEYST ANTETOPERD AYAPITIRD 0.00 000 000 0.W 000 100 0.00 000 0011 (1,0) P1AlAIT NRIICFOX DR END 000 000 000 000 0.00 1L00 IL00 0.00 000 IL(N) RED WOLFPL END ANTELOPE RD 0.00 0A0 000 0.00 000 000 0.00 I100 0.00 0W SLIA'FR TIP PL ANI ELOPE RD END 100 000 0.00 0OF 0,00 000 0.00 0.00 000 000 U'APITI RD ARTIC FOX DR CARIBOU DR 000 TOO 000 00U 000 0.00 000 000 000 0.00 P'IIIII'TAIL PI. ARTR FOX DR END 000 000 0.00 0,10 0.00 000 0.00 000 000 000 AREA SUB TOTAL 000 0.00 ODO. 0.00 0.00 0.00.. RAW RW 0.00 ITT DFINESCI SMITH Pi, CDS 000 000 000 (100 0110 0.01) 000 000 000 0W S SI E. PROSPECT RD PARKLRST 000 000 000 0.011 0.00 100 0011 000 0.00 000 T SI (AI EGEAS' SI(AERS1 18D0 0.W MID 0.00 0.00 000 AS H) U.UO (A) �0.00 7400 T PARKERST MEND 1100 IL(N) 0,00 I1.00 000ula 0 1)00 RRSOX APIE F PRO.SPECTRD PARKERST 1910 000 000 000 0000 O.IN) U00 E. PROSPECT RD PARKERSI 1400 000 O.UO 0N) U.1KI 010 1)00 FST E. PROSPE( I RD PARKER ST 1).00 0.00 000 (I IN) 0011 1)00 000 AREA SUB TOTAL 91.IN1 OIXI I1,00 00(1 (I,IN) 221 00 74.(M SECTION 02500 QUANTIT\ESTIM,\T'E .STREET I I FROM TO 608.24- Expansion & Caulking LF' EASTDALEDR STOVER ST STOVER ST 0D0 AREA SUB TOTAL Mull] BOAKDN'ALKDR S. COLLEGE AV LANDINGS DR 10_INI -ANDINGSDR BOARDWALK DR IIORSETOOTH RD ILASHNNGS IILW STARBOARD CT DR CDS 000 AREA SUB TOTAL 20.00 . . IOULBERYST lS, COLLEGE AV RIVERSIDE AV So(A) - AREA SUB TOTAL .I 80.00 HARMONY RD, CHOKECHERRY TRL TAFT HILL RD. 34.50 - AREA SUB TOTAL 3450 ItEM INGTON ST F.OLIVEST ILOCUSTST 51,W ' 1 AREA SUB TOTAL 51.W.. EAST WOOD DRAKE RD KIRKWOODDR 13150 KIRKWOODDR CREEKN'ODD DR EASTWOODDR II011 CREEKWOOD DR TRAIL" DR ESTUARTDR 41.W C'REEKN'OOD DR ('DS CREEKWOODDR END 1F00 AREA SUB TOTAL a II 17250 ANTELOPE RD END CARIBOU DR (I OR) ARCTIC FOX DR E HORSETOOTII RD CARIBOU DR 000 BIGHORN RD S. TIMBERLINE RD ARCTIC FOX DR Ol BO (,CF PL AV (ELOPE RD END LL00 0YOIEPL ARTIC FOX DR END 000 D.4LL I'L ARTIC FOX DR END 0.00 JAGUARPI- ANTELOPIi RD END 000 KODIAK KD HV APIT1 RD CARIBOU DR 0.00 MLLEY ST ANTELOPE RD WAPITIRD Op0 PUMA PI. ARTIC FOX DR END 0,00 RED U'OFF IT END ANTELOPE RD 1,00 SLIVER TIP PL ANTELOPERD END 0.00 kCAPITI RD AR"I IC FOX DR CARIBOU DR 000 W HITEIAIL PL ARTIC FOX DR END 0.00 AREA SUB TOTAL 0.00 DFINPC(T SMITH PL COS 0.)0 M.4THER'SST E. PROSPECT RD PARKER ST 450 PARKER SI S. C'OL LE(rE.4V STOVER ST 0.00 PERSON CT PARKER ST N FND 0.00 PETERSON PL E PROSPECT RD PARKER ST 000 SMITH PL E. PROSPECT RD PARKER ST 1)00 WIIEDBEE ST E. PROSPECT RD PARKER ST 000 AREA SUB TOTAL 4,50 Po 4ofX NP I[ON 035110 QLANTITI ESTNIATF. STREET 1 FROM TO 60&02 608.03. 608.04 60&05,.. 608.06 60&07 60&08 60&09 608.10. 608.11 Remove Apron Remove& Replace Croup" Remove& Replace eplace DO al Walk R&R DO NSW It&R Vw/6" Walk R&R VCNSW R&R. VC Outfall: Median- Curb R&R Barrier Carb 12" R&R Holl ood 3'u'C w/6"Walk R&R. . EA.. SF - SF LF LF ': LF LF LF LF LF AZAIBA CT AZALEA DR COS (TOO 2591 5200 0.00 000 O.W 11,110 OIIU 000 30.00 AZALEA DR IN PROSPECTRD S. OVERLANDTRAIL 0.00 fi.W 30800 00 O.OU I100 0.00 000 O.UU 325 fN1 IRAI.YST LARCHST HOLLYWAY 0.00 I100 000 0W 0110 0IW 000 0,00 II00 0.00 I ARCII SI \A'. PROSPF( I KD SUMAC ST 0.00 0_0 120.00 u.00 200 U.W OI10 000 0.00 ;}N.011 PALMDR U'_PROSPECT RD S. OVERLANDTRAII. 0011 000 2000 11J UO 000 000 000 000 01111 000 KAMS1.\ PFt AN SI REAL CT 000 II00 '_16.00 In ilO 0.00 Il_00 I1011 0.00 U.00 ON RL9LCT PECANST S_ OVERLAND TRAIL 01111 OW 000 SN.W 000 OtN1 0W 0.00 O.Ut1 0110 SOMA('SI IARCIISI S. ONERLAND TRAIL 0.00 O.W 0,00 L'000 0.U0 O.W UlN] 000 000 73)0 PLCANST PAI.MDR S. OVERLANDTRAIL 000 6-1L 22%00 13510 1100 0.00 000 0.00 000 I82.00 AREA SOB TOTAL • e-t 1 0.00 9399. 944:00 601.00" 000 ;.. 000" 000 000 000 849.00' FLUE MESA AN COLONY DR WORT IINGTONAN (100 400 0.00 48.W 000 0.00 000 0.00 000 0.00 C I IAP.ARRAI. OR PONDFRHORN DR ROC KY MOUNTAIN WY 000 51.73 174 UO 111%III) 000 I100 0.00 0011 0.00 00 CIMARRONCI ROC KY MOUNTAIN WY COS 0.00 96,02 12000 13.00 2200 0(A) 000 000 000 IIW FAIRPLAi'CT GC WISON DR (DS 000 U00 0AII 45.0 1)on 0.00 000 0.00 000 0.00 1;1:NNISUN DR WORTIIINOTON.4\' CDS 000 1(111 5411U '13.110 �500 1100 000 ),0(1 (100 1),IN) LUNGIIORN CI BLUE MESA .AV CDS 0.011 00 000 9011 000 000 U.OU 000 000 000 PLACER II R'. SN'ALLON'RD WURTIIINGTON .qV 000 O,OU 0.00 96.0 000 O.OU I100 000 IL00 000 PON'DERIIORN DR WURTIIINGTOV A\ V, AGONWI[ELL DR 1)00 000 0.on 94.00 000 000 000 1).00 000 000 ROCKY MOUNI:AIS N'V WORTIUNOION AN S..SIOELDSST 0.00 0UU 000 4100 0.00 000 LLIX1 0(0 1)00 000 SIISERTIIORN DR GUNNISONDR C'DS 100 000 4200 1400 000 0.00 U00 t1.0O IJ 00 000 T LEMBLGWEED LN ROC KY MOT N T.AN MY CD5 000 "1N.00 7100 31.W ODO 0.00 (100 000 0.00 1)on W AGOA'A4'IIEEL DR ROCKY MOT; NTAIN WI' CDS 0.00 9600 30.0U 546.50 0.110 O.W Il OU 000 000 0W l4'INCHESTHR OR U:AGONP' IIF. E L DR CDti 0.00 0110 000 IRO.W 000#000. OW u11U OW 0.0 N'ORTIIINGTON AN N1 DR ART RD CDS 10U 94.64 fi000 '_60.00 71 AU11H O W 000 p.00 0W VELLUN'PIVE CT GI:NNISON DR CDS 000 511NI fi000.00 0.00 0.00 1J 011 O.W AREA SLOB TOTAL 1 100 1 476,39 61200 175150 1 13100 4.00 000 Don 000. 0.00 TOTAL __. 200 22TB:e4 3J54.00: 38aB Sa 259 Ba Iei m.. an+iee \a nn mce- .goo o� Page 6 If N SEc I ION 112500 QI: A.NTH IESTINIA IF STREET FROM TO 608.12 608.13 608.14 608.15 608.16 608.17 608.18 608,19 608,22 608.23 Hollywood NSW R&R Highback NSW R&R Pedestrian Access Ramp R&R PedestrianTruncated Access Ramp Highhack R&R Dome Panels (2' x 2') tw Flatwork R&R 1i" Flatwork R&R Replace Flatwnrk 1" Add. Depth F Concrete Pavement 8" R&R.... Alley Approach 8" R&R LF: LF SF SF SF SF SF SF SF SF AZ.ALL%('T AZALEA DR CDS 1800 000 12600 000 8,00 0.00 0.00 000 0.110 0.00 AZALEA DR N'. PROSPECT RD S. ONERLANDTRAIL 000 0.00 0011 0.00 000 000 (1tID TOO 000 0o) HOLLY ST I ARCH ST HOLLY WAY 001) 0,00 000 O.IAI 0.00 0W IL 00 0OR 000 0.00 LARCHST N4'_PROSPECT RD SUMA( ST 000 000 0.00 000 000 000 0.00 0,00 0.01) O.W PALM DR N'_PROSPECT RD S. OVERLAND TRAIL OAO 0.00 000 0,00 PAO 0,011 0.00 000 000 000 RAMSLN PEI ANSI REAL CT 0011 000 0.00 ILW 0.00 000 000 0,00 0,00 000 REAL CT PEI ANS( S. OVERLAND TRAIL 000 0,00 000 000 0.00 (TOO 000 000 0.00 000 SUMA( 11 LARCIIST S ON F_RI-AND TRAIL 000 000 POO 000 000 000 0.00 000 0.00 0W RE( A] S I PALM DR S_ OVERLAND TRAIL 16,00 0.01 71 00 OAO KOO 0,00 0.00 ORO 0W OAO AREA SUB TOTAL e_I 1 4400 Roo IOSOO OOD° 16.00 000 000 000. OW O.W.. BLUE MESAAN COI ONYDR WORTHINGTON AN 000 0.00 000 0W 0.00 000 000 0W 000 000 ('H AP,ARRAL DR PON'DERHORN DR ROCKY MOUNTAIN W' Y 000 000 0,Oo 000 000 0.00 0.00 000 000 000 C I MARRON CT ROC KY MOU N I AIN V, Y CDS 0.00 000 9900 0.W RW 000 ORO ILW 000 0,00 F.AIRPLAY CI (itlN NISON DR COS I100 000 000 1)OR ODO POO 000 000 000 000 GUNNISONDR VORTI BNG I ON AN ( DS 000 000 113.00 ON) 800 0.00 0OII 0INI 000 0.00 I.00GHORN CI BLUE MESA AN COS TOO 000 000 TOO II00 000 OAO (TOO 000 PRO PLACER S I N'. SNCALLON' RD N'ORTI ILN(TION AV 000 000 000 000 0,00 0,00 0W TOO 000 ORO PON'DERHORN OR INORTIIINGTON AN WAGONN, HEEL DR 000 000 1)00 0.00 0.00 ORO 000 0Oo 000 0.00 R0('Kl MOUNTAIN WY 460RTHINGTOSAV S. SIHE7.DS ST 000 0.00 )00 0.00 000 000 0,00 0.00 000 0OU SILK ERTHORN DR GUNNISON DR CDS 0.00 0.00 000 0 W 000 0.00 0.00 000 000 0.00 Tl IA1 BLLkN LED LN ROCKYMOTNTAIN NY COS 000 000 1)00 0.00 000 000 000 0.00 0.00 0.00 N'AGGFWTIIEL DR ROCKY MOCSTAIN WY CDS 0.00 000 000 0.00 POP 0.00 36.00 000 (100 O.W N"I,M HESTER DR %N AGONNT[ER DR COS 000 0OO 000 (TOO 000 000 0)0 1)00 000 000 %N ORTI IINuTON AN' kN DRAKE RD CUS 100 0,00 320.W 000 I1,00 1)O0 000 01JO 000 ORO YLL Lo%APIAT CT GUNNISONDR CDS 000 000 5%0) 0.00 0.00 000 000 01W 0.00 000 AREA SUB TOTAL ON) 000. 59ROO 000 32OR 000 36.M O.W O.OD. Roo TOTAL 135.00 2560.00 2743.00 2657.00. 582.D0 478.00. 14995:00 2504.00 864.00 2749A0 Puce if SECTION 02500 QI: ANTITY ESTIAIATF STREET FROM TO 60824 `Expansion &Caulking LF,'. AZALEA( T AZALEA DR CDS 900 AZALIADR W_PROSPECT RD S_ OVERLAND TRAIT_ 9.00 R LL) ST LARCH ST HOLLY WAY 0.00 IARCH ST W. PROSPECT RD SUMAC ST 000 PAI.MDR No PROSPECT RD S_ ON FRLAND TRAIL 0.00 RAMS L\ PECAN ST REALCT 1100 RFAL(CT PECAN ST S, OVERLANDTRAIL 000 SUMAC ST IAR( HST S_ ON ERLANDTRAIL 13H) PECAN ST PALM DR S. OVERLAND TRAIL 900 AREA. SUB TOTAL As BLE .A UMESA V COLONY DR WORTHINGTON AN 40;00 13.00 CI LAP.ARRAL DR POWDERNORN DR ROCKY MOUNT.AI_N N' Y 1100 CIMARRON CT ROCKY MOUNTAIN WY CDS IN W F.AIRPI AY CT GUNNISON DR CDS 0.00 GEVNISONDR NORTIHN01ON AV CDS 2150 LOAGIIORNCT BLUE MESA AN COS' I100 PIA('ERST NC SWALLOWRD WORTHINGTON AV 0.00 POR'DE KHORN DR WORTHINGPON AN 4bAGON'WHEEL DR 0.00 ROCKY MOI IN I AIN NNN No UK I HINGI ON AN S. SIIIELDSST (I SILCER'I HORS DR GUNNISONDR CDS It00 I UIBLEK ILED IN ROCKYNIOCAT.AIN N, CDS I100 N' AGONN' I I EEL DR ROCKY MOP IAIN Ok (US 0.00 WIA( HESTER DR P'AGONN'l1EEL DR CDS O 00 N'ORTHINGTON AN W. DRAKE RD CDS 31 W Y ELLOW PINE CI GUNNISONDR C'DS R00 AREA SUB TOTAL gj 50 TOTAL 486.00 SECTION 03000 DETAILS INDEX Curb and Gutter 701 Curb, Gutter, and Sidewalk D-6 Median (Island) Curbs 703 Standard Driveway Approach (I & II) 706 Standard Driveway Approach (III & IV) 707 Street Intersection Crosspan 708 Drainage Under Sidewalk 709 Curb Inlet 4' Opening — Vertical Curb & Gutter D-7a, 7b Curb Inlet 4' Opening— Driveover Curb & Gutter D-8a, 8b Concrete Sidewalk Culvert D-12, 13 Area Inlet D-9a Modified Type 13 Inlet Catch Basin Alley Intersections 803 Standard Manhole Cover 1201 Standard Sidewalk 1601 Sidewalk Detail 1602 Access Ramp Details 1603 Detached Walk/Intersection Detail 1604 Detached Walk/Intersection Detail 1605 Pedestrian Ramp Detail 1606 Residential Local Street Access Ramps 1606(a) Truncated Dome Warning for Access Ramps 1607 Median Islands and Pedestrian Refuge Area 1608 Sidewalk Widening Details 2501 Concrete Pavement Joints M-412-1 2'-6" 6" 11 /2"R. 4 N 2R. d`• �o Gutter edge may be tapered or battered. (Typical for all Curb & ° •; & Gutter Types) a co VERTICAL 18"1 12" 1 4.5" . 21.75" 3.75" 2" R 0.5 J3 <� - 3 d. ° - a ROLL-OVER (LOVELAND) r CURB AND GUTTER LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 03/01/02 701 LL LIMITS OF C k G r " � LL ? 14 IN. 17 IN. 3 FT. 9 IN. (1.17 FT.) ( \ (1.42 FT.) (3.75 FT.) �v r> � 1 1/2 IN. FLOW I LINE 4 IN. 6 IN. 1 6 IN. LL Io: \ = M I� �(1� 5 IFT.)�1 5 IFT.)�~ J DRIVE -OVER CURB, GUTTER AND SIDEWALK 2 FT 6 IN. 6 IN.— WHERE WALK ADJOINS A CURB, IT SHALL BE CONSTRUCTED 1/4 INCH ABOVE THE CURB. 4 1/2 IN, SLOPE SIDEWALK TO CURB — 1 1/2 IN. 1/4 IN. TO 1/2 IN. PER FT. 2 IN. 1 1/2 IN. R 4 IN. T • 2 IN. R 6� 6 IN. i 4 FT. MIN. 1 T 12 IN. VERTICAL 6 IN. CURB, GUTTER AND SIDEWALK EDGED SURFACE 1/8 IN. R. 3/4 IN. MIN. 4.43 FT. 1.18 FT. .58 FT. 2.67 FT. I— . —I� F�/8 IN. .09I FT. 1 .30 FT. I— 11 FT. � JZ 4 IN. f 11y T DUMMY JOINT 1 FOR WALKS 6 IN. COMBINATION CURB, GUTTER AND SIDEWALK "HOLLYWOOD" (OBSOLETE — FOR REPLACEMENT ONLY) CURB, GUTTER AND SIDEWALK DETAILS ® CITY OF FORT COLLINS STORMWATER APPROVED: ETAIL DATE: 11/13/00 LD UTILITIES City or Fort CoWm CONSTRUCTION DETAILS DRAWN BY: NBJ 3.2. In accordance with Section 8-160 of the Code of the City of Fort Collins in determining whether a bidder is responsible, the following shall be considered: (1) The ability, capacity and skill of the bidder to perform the contract or provide the services required, (2) whether the bidder can perform the contract or provide the service promptly and within the time specified without delay or interference, (3) the character, integrity, reputation, judgment, experience and efficiency of the bidder, (4) the quality of the bidder's performance of previous contracts or services, (5) the previous and existing compliance by the bidder with laws and ordinances relating to the contract or service, (6) the sufficiency of the financial resources and ability of the bidder to perform the contract or provide the service, (7) the quality, availability and adaptability of the materials and services to the particular use required, (8) the ability of the bidder to provide future maintenance and service for the use of the subject of the contract, and (9) any other circumstances which will affect the bidder's performance of the contract. 3.3. Each Bidder may be required to show that he has handled former Work so that no just claims are pending against such Work. No Bid will be accepted from a Bidder who is engaged on any other Work which would impair his ability to perform or finance this Work. 3.4 No Bidder shall be in default on the performance of any other contract with the City or in the payment of any taxes, licenses or other monies due to the City. 4.0 EXAMINATION OF CONTRACT DOCUMENTS AND SITE 4.1. It is the responsibility of each Bidder, before submitting a Bid, to (a) examine the Contract Documents thoroughly, (b) visit the site to familiarize himself with local conditions that may in any manner affect cost, progress or performance of the Work, (c) familiarize himself with federal, state and local laws, ordinances, rules and regulations that may in any manner affect cost, progress or performance of the Work, (d) study and carefully correlate Bidder's observations with the Contract Documents, and (e) notify Engineer of all conflicts, errors or discrepancies in the Contract Documents. 4.2. Reference is made to the Supplementary Conditions for identification of: Subsurface and Physical Conditions SC-4.2. 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder that Bidder has complied with every requirement of this Article 4, that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents and such means, methods, techniques, sequences or procedures of construction as may be indicated in or required by the Contract Documents, and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance and 12/03 Section 00100 Page 2 1'-6" 1-1/2" 4-1/2" 1 1/2"R. 1-112" TO 211 R. N cD OUT FALL CURB & GUTTER (FORT COLLINS ONLY) ���---6" ---��� 6" 4" 1 /8" TO 1 /4"R. �1 /2" 1 /8" TO 1 /4"R. 1/2"R. ]Z�l R. �c E" 1" 1/4' 1" 1/4" ASPHALT OR 31/2" 3" �F 6" w/concrete pavement CONCRETE PAVEMENT 8" w/asphalt BARRIER CURB (KEY WAY OR EPDXY) MOUNTABLE CURB (KEY WAY OR EPDXY) (SECTION B) (SECTION M) 6" 6" 6" 1 114" J Q W W - FL W cp c0 ROADWAY - PAVEMENT 8" BARRIER CURB 6" MOUNTABLE CURB (CDOT TYPE 2 SECTION B M-609-1 CURB W/8" REVEAL) Notes: a.) Bottom of curb shall be poured to a depth no less than on the compacted subgrade of the pavement. b.) Raised center medians shall be 8" barrier curb or 8" epoxy curb only. r� MEDIAN (ISLAND CURBS) LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 703 PERSPECTIVE Ramp if necessary\ Right of Way line - \ Detached I 1 :12 Sidewalk max. TYPE I I x=z min, X = Curb Transition Length Y = Parkway Width in Type I Approach W = Driveway Width (See Drawing 707) t = Concrete Thickness - rninimum 6" Type I = With Detached Sidewalk Type li = With Attached Sidewalk `er to Chapter 25 for minimum removal dimensions. w = width A BBco I� %' 4-1 a m I Attached Sidewalk ry 2 max. I Back of curb FL A Lip Driveway width Varies B TYPE II w °et�m EXPANSION Z J t� 12 ax (m DINT 0 3: 7 N 24 t WALK c ?, SECTION B-B NOTE: a N.T.S. o a WALK Y 1. Concrete driveway must be provided to the property line. 0 1:48 SLOPE m T 114 PER FT 1 i 2 may Expansion joint if drive WALK SECTION A -A t continues as concrete NTS. STANDARD DRIVEWAY APPROACH (TYPES I & II) LARIMER COUNTY ICONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 706 m ;® \ )a |� VIE§ _ \\ gƒ: j ) 0 &\ ~J\ /2\ § 3 3 J$ / \to ° © - / =B& / % / $ / w \ \ \ / % / \ƒ / \ \ 0 \\ I \ I E e E E �_ |- 75 } ! ) ) 7 / I / >� } ) . a= po \ ^ �o /m I } %aG 4j �raG ) } a: E; L w 60 I ) }\ : �s / {! , 0 /$z: m y§ - ~ / \ 0) / , 1 : ..... ... , , [ . {/0 1 �� /)\ }\ ` /z± �� §|) \ y z \ } \\ \ 4 S :® : .E{z 0 \ ^ { c U \\ §0> - a) ^ ƒ ƒ j\ 7z z ƒ ..\\/ o.0 o ao \\ ~ \ \\�\Q)0 / 0 :23z cc g \ \/\\})D O �? f _ } ..... . \\\\\ \ §( % � y / §) e % % � \ \ \■ { � \ \ \ \ � \ } \ ( j § f ; o - STANDARD DRIVEWAY APPROACH (HIGH VOLUME DRIVE TYPES I k I ) LAmNE COUNTY CONSTRUCTION REVISION N% 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04 01/ 7 707 a0 co o o Z O O U O K O U O D_ W � J z,v �. O U rl Q J O 00 o E '3 U z_ O N o L O v W v w 2 N 3 o Q Q _ � D. :I v 3 �� I z0 -z_ w z_ Qd' J O� F- W -}- O O O �- J La 0 00 z 00 0� �� I� g *00 U JZ Oa OO � xaF z O O OW LLJ J W O �v z O U W F-F lbo zJ N m O J J V ^ O Q U (LLI-) W Q $i d W O 0 O II � Jp < :. JN Q d U Q\ Z z Q O� 00 Z� W + O H U (n L� U O Z Z z (.) N W V) z z i0 w O J z 3 i LLJ oo p J W �o� Z�?� ai �j¢ 00 Z N 7 Z - - J � N OJ z r W C � z � v � N '- W C � z? v N '- j O 0 v M v z i= 3Nc 0�3 U Z O � O J W U acc� Q _ o J C N N g O � U r� STREET INTERSECTION CROSSPAN C RIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS EET STANDARDS DATE: 04/01/07 708 T 0 X (Varies, See Plans Xmax=2.0') d (Varies, See Plans) 10 3/8" 6" SECTION B-B Sidewalk 5/8" Rolled Steel Tread Plate (diamond pattern) Dimension Variable Notes: 1 . Length of steel plate varies. 2. Chase and cover plate run from Right of Way line to flow line unless approved by the Engineer. With curb walk, cover plate extends from property line to top of walk face. B Retaining Screws at 4'-0" or as Directed B tached Sidewalk PLAN VIEW L= 1 1 /4" x 1 1 /4" x 1 /4" 1 3" #4 Bar Welded at 12" on — center, Nelson Standard Anchor or equivalent. (typical both sides) E� 0 r LL A 5/8" Rolled Steel Tread Plate 1 /2" x 1" Flat Head Mach. Screw Brass or Electro-galv. i finish 12" on center (typical both sides) Angle iron to be drilled and threaded to receive screw. SECTION C-C Concrete to be drilled to allow screw to extend into the concrete (typical both sides). UUMBINAFION CURB, GUTTER, AND SIDEWALK 6" VERTICAL CURB, GUTTER, AND SIDEWALK SECTION A -A (2 VIEWS) STANDARD DETAILS FOR DRAINAGE UNDER SIDEWALK LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 709 A 6 IN. STEEL DECK RING WITH 24 IN. HEAVY DENVER COVER BY MACLEAR OR APPROVED EQUAL. 3 FT. 5 FT. I l FT2 FT. 4 FT.- 6 IN. J T 6 INT 1 I 3 FT.-6 IN SEE CURB FACE 6 IN. 4 FT A � /401 8 IN. G.C. � �601 501 \ 9 IN. O,C. 502 504 6 IN. 6 IN. 10C 503 12 IN. 12 IN, NCH BACK OF CURB O LOW LINE 1 DBEI TN 7.HOLIN CENER07 406J 3 FT, 5 FT. 3 FT. 11 FT, A� PLAN VIEW NTS TABLE 1 BAR LIST FOR CURB INLET MARK DIA. IN, O,C. SPACING TYPE NO, REQ'D LENGHT 401 8 IN. II 4 3 FT. 10 IN. 402 12 IN, ]II ■ 7 FT. 10 IN, 403 12 IN, IV 6 7 FT. 4 IN. 404 1/2 IN 12 IN, II 14 ■ 12 IN, 11 ■ 3 FT. 2 IN. 406 12 IN, II 4 ■ 407 9 FT. 0 IN. 408 12 IN. VII 4 3 FT. 4 N. 501 5/8 IN. 9 IN. II 2 9 FT. 0 IN. 502 5/8 IN, 9 IN. II 1 4 FT. 8 IN. 503 5/8 IN. 9 IN. ]I 1 9 FT, 0 IN, 504 5/8 IN, 6 IN. VIII 2 4 FT, 8 IN. 601 3/4 IN. — — 1 8 FT. 10 IN. 8 C 8.5 — — — 1 5 FT. 0 IN, ANCHOR 1/2 IN. 24 IN. — 2 1 FT. 6 IN. LENGHT TYP STRi TYP lurielm 54 IN. TYPE IV 2 IN .y 6 IN. VTT e IN. ■VARIBLE WITH HIGHT, REFER TO TABLE 2. /h TYPKNT Ii IN TYPE VII MIN LOOP L2 IN. LAP BAR BENDING DIAGRAM GENERAL NOTES; (DIMENSION ARE OUT TO OUT OF BAR) 1. QUANTITIES INCLUD VOLUMES OCCUPIED BY PIPES. STRUCTURAL STEEL REINFORCEMENT AROUND PIPES ARE NOT INCLUDED. 2. KEY JOINTS WHERE WALSS CONNECT TO TOP SLAB AND BASE. 3. REINFORCEMENT IN WALLS AND BASE SHALL BE 3 IN. FROM THE SIDES EXPOSED TO EARTH. REINFORCEMENT IN TOP SLAB SHALL BE 1 1/2 IN CLEAR. 2 FT. 4 FT. - A TN. SECTI❑N A —A NTS SECTI❑N B—B NTS TABLE 2 rn inuttrcc norm cc �.rtru ucicur f'i LENGHT C.Y. LB. 40214051 404 406 CONC. STEEL 3 FT. 6 IN. 10 6 3 FT. 2 IN, 2 FT. 1 IN. 10 6 4 FT, 0 IN. 12 8 3 FT. 8 IN 2 FT. 7 IN, 12 8 4 FT. 6 IN 12 8 4 FT, 2 IN 3 FT, 1 IN, 12 8 5 FT. 0 IN 14 10 4 FT. 8 IN 3 FT. 7 IN. 14 l0 5 FT. 6 1N 14 10 5 FT. 2 IN 4 FT, 1 IN. 14 l0 6 FT. 0 IN. 16 12 5 FT. 8 IN, 4 FT. 7 IN. 16 12 6 FT. 6 IN, 16 12 6 FT, 2 IN. 5 FT. 1 IN. 16 12 7 FT. 0 IN. 18 14 6 FT. 8 IN, 5 FT. 7 IN, 18 11 7 FT. 6 IN. 18 14 7 FT. 2 IN. 6 FT. 1 IN. 18 14 8 FT. 6 IN. 20 16 7 FT. 8 IN, 6 FT. 7 IN. 20 l6 8 FT. 6 IN. 20 16 8 FT. 2 IN. 7 FT, 1 IN. 20 16 9 FT. 0 IN. 22 18 8 FT, 8 IN. 7 FT. 7 IN. 22 IS 9 Fi. 6 IN 22 22 9 FT. 2 IN. B FT, I IN. 22 22 10 FT. 0 I 24 24 9 FT. 8 IN, 8 FT, 7 IN. 24 24 CURB INLET-4 FT. OPENING FOR VERT. CURB & GUTTER (REINFORCEMENT) CITY OF FORT COLLINS STORMWATER —APPROVED: DETAIL L5h of ]Pat CoDme U UTILITIES CONSTRUCTION DETAILS DATE: 11/21/02 D_7p DRAWN BY: NBJ A 6 IN. STEEL DECK RING WITH 24 IN. HEAVY DENVER COVER BY NACLEAR OR APPROVED EQUAL. 3 FT, 5 FT. 2 FT. 4 FT,- 6 IN. 6 IN. 6 IN, 6 IN. r h SEE CURB FACE v CaRB OF ASSEMBLY DETAIL M MANHOLE B B RUNGS-12 IN. D.C. 1% SLOPE FOR DRAINAGE O14 IN 7' SECTI❑N A -A A PLAN VIEW 8 E&5 FLUSH NTS VITH CURB FACE is BAR 3 FT.-6 IN. 4 FT. 3 WARP IN. 1 1/2 IN. R 18 IN. LONG VARPED DEPRESSED GUTTER WARPED I 1/4 IN. 1 IN. LEG GUTTER GUTTER 2 IN. NORMAL FLOW LINE 2 IN. TOP OF GUTTER 6 IN;.'. 411 MAX/. 6 IN. p5 BAR ALTERED 1 1/2 IN. PIPE SPACER o a FLOW LINE AND 1 1/4 IN. LOCK NUT u i ti n 8 a R i o a 6 IN. 6 IN. > � yN X F NH 1 1/4 IN. DIA. X 24 IN. GALV. W 1X SLOPE FOR STEEL ROD - THREADED N z DRAINAGE 3 1/2 IN. AT TOP. 1/4 IN. 10 [N. EMBEDMENT 6-6 IIN, 3 IN. X 3 IN. X 3/8 IN. f PLATE SECTION B-B 6 IN. EXTEND CHANNEL --�- 6 IN. TO OUTSIDE CURB FACE ASSEMBLY DETAIL WALL EDGE OF WALL GENERAL NOTES 1. SEE D-BB FOR REINFORCEMENT. 5. TOP SLAB OF INLET SHALL BE SLOPE TO 3 IN, 2. FDDLOIIOR OF INLET SHALL BE SHAPED WITH MATCH SIDEWALK. SEE D-6. RAD,�I IN, TODPIPENCONNECTIONSO FORM INVERT 6. EXPOSED STEEL SHALL BE GALVANIZED IN / ACCORDANCE WITH AASHTO M-111. 3. MANHOLE RUNGS SHALL BE REQUIRED FOR DETAIL A INLET HEIGHT 4 FT. AND GREATER, w w 4. SIDEWALK SHALL BE 6 IN, THICK FOR 3 FT. ON EITHER SIDE OF INLET, CURB INLET-4 FT. OPENING DRIVE -OVER CURB & GUTTER APPROVED: DETAIL CITY OF FART COLLINS STORM WATER DATE: 11/21/02 UTILITIES CONSTRUCTION DETAILS D-8A Citl of lorl C4Bim DRAWN BY: NBJ 6 IN. THICK SIDEWALL <iYP. I P 409 601 501 1 6 IN. z s�� 17 IN. I J_ 14 FT. 6 IN 0,C mov ♦4/414r. ������ It Lo r �■ LOW LINE '. T ` 412 3 FT. 5 FT. 3 FT. 11 FT. A PLAN VIEW NTS TABLE 1 RAG 114T W1G CI IRG INI FT MARK DIA, O.0 TYPE NO, LENGHT IN. SPACING REQ'D 402 8 IN. II 4 3 FT. 10 IN. 404 12 IN. III • 7 FT. 10 IN. 406 12 IN. IV 6 7 FT 4 IN. 4D7 /2 IN. 12 IN. 11 14 m 4 12 IN. II 3 FT. 2 IN. 410 l0 12 IN. II 4 4 4l1 12 IN. 11 2 9 FT. 0 IN. 412 12 IN. VII 4 3 FT. 4 IN. 501 5/8 IN. 9 IN. II 2 9 FT. 0 IN. 502 5/8 IN. 9 IN. II 1 4 FT. 8 IN, 503 5/8 IN. 9 IN. 11 1 9 FT, 0 IN. 504 5/8 IN. 6 1N, VIII 2 4 FT. 8 IN. 601 3/4 IN. - - 1 8 FT. 10 IN. e [8.5 - - 1 5 FT. 0 IN. ANCHOR 1/2 IN. 24 IN. - 2 1 FT. 6 IN. 4 IN. 9 FT 4 FT — F IN SECTION A -A 1 FT 9 FT Fi FT 9 FT 1 FT C�409 ,,#4 ANCHORS =ILCNGHT TYPE II Straight 20 IN. TYPE III U" 54 IN ;Lj 20IN TYPE IV U"IN INTYPE VII N VARIBLE WITH HEIGHT, REFER TO TABLE 2. d3/K 9 . 11 IN. Bent TYPE VII OIN. Loop 12 IN[M LAP BAR BENDING DIAGRAM GENERAL NOTES: (DIMENSIONS ARE OUT TO OUT OF BAR) 1. QUANTITIES INCLUDE VOLUMES OCCUPIED BY PIPES. STRUCTURAL STEEL AND REINFORCEMENT AROUND PIPES ARE NOT INCLUDED. 2. KEY JOINTS WHERE WALLS CONNECT TO TOP SLAB AND BASE. 3. REINFORCEMENT IN WALLS AND BASE SHALL BE 3 IN. FROM THE SIDES EXPOSED TO EARTH. REINFORCEMENT IN TOP SLAB SHALL BE 1 1/2 IN CLEAR. SECTION B-B TABLE 2 QUANTITIES VARIABLE PATH HEIGHT H NO. REQ'Dj LENGHT C.Y. LB. 402 405 1 404 406 CONIC. STEEL 3 FT. 6 IN. 10 6 3 FT. 2 IN. 2 FT. 1 IN. 2.5 210 4 FT. 0 IN. 12 8 3 FT. 8 IN. 2 FT. 7 IN. 2.6 230 4 FT. 6 IN. 12 8 4 FT. 2 IN. 3 FT. 1 IN. 2.8 236 5 FT. 0 IN, 14 10 4 FT. 8 IN. 3 FT. 7 IN. 2.9 236 5 FT. 6 IN. 14 10 5 FT. 2 IN. 4 FT. 1 IN. 3.1 262 6 FT. 0 IN. 16 12 5 FT. 8 IN. 4 FT. 7 IN. 3.2 282 6 FT. 6 IN, 16 12 6 FT. 2 IN. 5 FT. I IN. 3.4 288 7 FT. 0 IN. 18 14 6 FT. 8 IN. 5 FT. 7 IN. 1 3.5 1 306 7 FT. 6 IN. 18 14 7 FT. 2 IN. 6 . 1 IN. 3.7 314 16 8 FT. 2 IN. 7 FT. 1 IN. 4.0 340 W01 18 8 FT. 8 IN. 7 FT. 7 IN. 4.1 360 189 FT.2 IN. 8 FT. 1 IN. 4.3 366 20 9 FT. 8 IN. B FT. 7 IN. 4.4 386 CURB INLET-4 FT. OPNG. FOR DRIVE -OVER CURB & GUTTER (REINFORCEMENT) CITY OF FORT COLLINS STORMWATER APPROVED: DETAIL UTILITIES CONSTRUCTION DETAILS DATE: 11/25/02 D-8B city of Port CoNw DRAWN BY: NBJ A-7 EXTEND WALK 1 FT. BEYOND NORMAL BACK OF WALK. 3 FT. 6 IN. 644 BARS AT 11 IN. O.C. 3,1 1 FT. 9 IN I 5 115 BARS AT C 6IN, THICK 9 IN. O.C. SIDEWALK (TYP•) J} 8E 8.5 PATH 1 1/2 IN. DIA. HOLE IN CENTER — EXTEND CHANNEL TO 4 FT. OUTSIDE EDGE OF WALL. 6 IN 6 IN. 1 FT. I 2 N5 BARS AT WALL B CTYPJ HACK OF CURB B L 6IN. D.C. 3A N. RR D 6 IN. / O \ SEE ➢ETAIL 'A' � BIN. I T 1 11 IN. FLOWLINE 2 FL 12 N OCAT GUTTER ivP.) DETAIL "A" 11 FT, L 2 FT. 0 IN. 5 FT. 6 IN. bR DETAIL A "B• p4 BARS DETAIL "B" -- -' 6IN. 6 IN. j15 BARS B 1/2 IN. 8C 8.5 FLUSH 1S SLOPE WITH CURB FACE /µ BAR 6 IN. 1 1/2 IN. R 18 IN. LONG #4 /4 IN:1 IN. LEG T �4 BARS-12 IN. O.Cr 2 IN. BOTHWAYS SECTION A -A 2 IN. 4:1 6 IN. 6 IN. 2:1� -77 . 3 FT. 6 IN. 4 FT. 0 IN. 3 FT. 6 IN. 1 1�2 IN. PIPE SPACER WARPED GUTTER DEPRESSED GUTTER WARPED GUTTER 8.0 LIQUIDATED DAMAGES. Provisions for liquidated damages are set forth in the Agreement. 9.0 SUBSTITUTE ("OR EQUAL") MATERIAL AND EQUIPMENT The Contract, if awarded, will be on the basis of material and equipment described on the Drawings or specified in the Specifications without consideration of possible substitute or "or equal" items. Whenever it is indicated on the Drawings or specified in the Specifications that a substitute or "or equal" item of material or equipment may be furnished or used by CONTRACTOR if acceptable to Engineer, application for such acceptance will not be considered by Engineer until after the "effective date of the Agreement". The procedure for submittal of any such application by CONTRACTOR and consideration by Engineer is set forth in the General Conditions which may be supplemented in the General Requirements. 10.0 SUBCONTRACTORS, SUPPLIERS AND OTHERS 10.1. Each Bidder shall submit at the Bid opening to OWNER a list of principal subcontractors he proposes to use in the Work. Refer to Section 00430 contained within these Documents. 10.2. If OWNER or Engineer after due investigation has reasonable objection to any proposed Subcontractor, either may, before the Notice of Award is given, request the apparent successful Bidder to submit an acceptable substitute without an increase in Bid price. If the apparent successful Bidder declines to make any substitution, OWNER may award the contract to the next lowest responsive and responsible Bidder that proposes to use acceptable subcontractors. Subcontractors, suppliers, other persons or organization listed and to whom OWNER or Engineer does not make written objection prior to the giving of the Notice of Award will be deemed acceptable to OWNER and ENGINEER subject to revocation of such acceptance after the effective date of the Agreement as provided in the General Conditions. 10.3. CONTRACTOR shall not be required to employ any subcontractor, supplier or other persons or organizations against whom he has reasonable objection. The use of subcontractors listed by the Bidder and accepted by OWNER prior to the Notice of Award will be required in the performance of the Work. 11.0 BID FORM. 11.1. A copy of the Bid Form is bound in the Contract Documents which may be retained by the Bidder. A separate unbound copy is enclosed for submission with the Bid. 12/03 Section 00100 Page 4 A---1 EXTEND WALK 1 FT. BEYOND NORMAL BACK OF WALK. 3 FT. 6 IN, 6#4 BARS AT 11 IN. OC, 3d 1 FT. C i 9 IN, � .... � C 6 IN. THICK SIDEWALK z 5 #5 BARS AT 9 IN.00 I 8[8.5 WITH 1 7/2 IN. DIA. HOLE IN CENTER — EXTEND CHANNEL TO L (TYP,) J OUTSIDE EDGE OF WALL. r.,. 6 IN.... WALL 4 FL 6 IN 1 FT. .LI 2 #5 BARS AT B (TYP ) 6 IN. O.C. 6RAI�. IL BACK [IF CURB—� --SEE DETAIL •A' 8 IN. I _ " IN " _ DETAIL "A" a FLOWLINE 14 IN 44 A A WARPED CURB 4 12 N. D, . ..... 3 FT 6 IN.. �,. 4 FT OPENING �., 3. FT, 6 IN ,�.., 2 FT, 0 IN. 5 FT. 6 IN. 11 FT SEE DETAIL '.. •,8••#4 BARS BARS 16. Aa; °�� IN. DETAIL "B" 6 IN. - #5 BARS 8 1 j2 IN. L SLOPE-K 1- - ',. i. '. 6 IN. 8C 8.5 FLUSH - #4 BARS WITH CURB FACE 1 R IN. 1 2 #4 BAR / 18 IN. LONG #4 BARS-12 IN. O.C. IN.-1 IN. LEG BOTHWAYS z IN. SECTION A —A 2 IN. 4:1'� 6 IN. - - -- •. 6 IN, 3 FT. 6 IN. 4 FT. 0 IN. 3 FT. 6 IN. 2.1. ... (5 BAR WARPED GUTTER DEPRESSED GUTTER WARPED GUTTER TOP OF CURB ,. 1 112 IN PIPE SPACER AN6D 1 1/4 IN. LOCK NUT 8 IN. 1 1/4 IN. DIA. X 24 IN, GALV. 1 IN STEEL ROD — THREADED 3 1/2 IN. AT TOP. NORMAL" 'ALTERED FLOW LINE FLOW LINE 3'I". SECTION B—B 6 IN. 41N (REINFORCEMENT NOT SHOWN) 3 IN. X 3 IN. .. 3/8 IN. PLATE 6 IN. DETAIL "B" 11 FT. 0 IN. 1 FT. GENERAL NGTESI y 4 BARS # 5 BARS 1, SIDEWALK SHALL BE 6 IN. THICK FOR 3 FT. ON 6 IN. 1 - 0 0 a 0 EITHER SIDE OF CULVERT, I ADD 1 y 4 BARS - ADD t N 4 BARS 2. TOP SLAB OF CULVERT SHALL BE SLOPE TO 14 1/2 MATCH SIDEWALK. SEE D-6. 3. EXPOSED STEEL SHALL BE GALVANIZED IN e ACCORDANCE WITH AASHTO M-111, 4. KEY JOINTS WHERE WALLS CONNECT TO TOP SLAB AND BASE. 4 BARS-12 IN. O.C. 5. REINFORCEMENT IN WALLS AND BASE SHALL orHwnvs BE 3 IN, FROM THE SIDE EXPOSED TO EARTH. SECTION C—C REINFORCEMENT IN TOP SLAB SHALL BE 1 1/2 IN CLEAR, CONCRETE CULVERT FOR DRIVE -OVER CURB, GUTTER AND WALK CITY of FORT COLLINSs STORM WATER APPROVED: DETAIL UTILITIES CONSTRUCTION DETAILS DATE: 12/20/00 D-13 asdadodiil DRAWN BY'. NBJ D. 12 GRATE AND FRAME BY aCLEAR OR APPROVED EQUAL. PLAN VIEW 35 3/4 IN. 28 1 4 IN. 6 IN. 23 3/4 IN. 6 IN. 16 1 4 IN. 1 IN MIN �m� IN. CIR. O.F. H BAR --CONCRETE INLET CRATES 2 IN. CIR L.F. \ PIPE O.D. rr 3 IN. CIR. O.F. 2 IN. CIR LF. �4 O 12 IN. �/ � x��l��� &rR 12 IN.//�/ ANE OF CTRS. (T7P.) . LAP CO' NCRETE PIP�cTRS. 1(TrP.)2 IN D INLET LAND T / o H I� L I [DR OPE AINAGE-� 12INSTEP. MA%. / a SPACING FL }14 IN,14 1N. jbtJ 012 IN. CTRS 6 IN. TYPICAL WALLS AND FLOOR SECTION A -A SECTION B-B GENERAL NOTES: 1. AREA INLETS MAY BE USED FOR DRAINAGEWAY OTHER THAN STREETS. (EXAMPLE, PARKING LOTS, MEDIANDS, SUMP BASINS) AREA INLET ®STORMWATER APPROVED: CITY OF FORT COLLINS DETAIL City Fort UTILITIES CONSTRUCTION DETAILS DATE: 12/8/00 D-9A �� DRAWN BY: NBJ No Text d yo ;o L _c__ ��� ZIM 1 au aQ� p I N r 0 ey Nr N. � X i A a uv m X �E ri Q 4u DEEMto ad id Pv W �ODDD� N 2.�� ra M DOE it V` 8 V L U ZV0 Q m u 2 O t � D � C •U � T C V Q N= W ' O Z A 71 W c ao W I 6^ li N Z C 'T U N I L C / � A R � . X-8 � N L Ids U L r N L Ll J Z 00 �> Z C J f� Z o� w I- w CC z LA- O Z U. Li AI ley Concrete Border i \ R.O.W. \\\ (TYP.) 4 Walk Parkway Truncated Dome Warning Detection Drive -Over or Vertical Curb & Gutter 101X,0 SIGHT AREA Construction Joint 1 Curb 0" Curb [AREA 1 12 0 8" minimum thick 2 concrete ` Walk 0" Curb Truncated Dome aIX¢ 6" Curb Parkway rI Vertical \ Warning Detection " Curb FE6" STREET ALLEY W/ SIDE DRAINAGE Drainage May Cross the Walk Up to a Maximum of 0.5 cfs for the Design 2 Year Storm. Alley Concrete Alley Drainage Inlet or Other Drainage Collection R.O.W. System shall be designed (TYP.) for 2 year storm minimum. 10'X10 4 O'X10' SIGHT / / I \ \ SIGHT AREA AREA 24 a� LL C = 8" minimum thick 124 Walk ��, n� concrete �' Welk 0" Curb T X 0" Curb Parkway Parkway — -- -- --- -- — 6" Curb & Curb Truncated Dome Warning Detection See Tables 8-1 & 8-2 For Radii STREET Requirements ALLEY W/ CENTER DRAINAGE Drainage May Not Cross the Walk Unless The Water is Sheet Flow and does not interfere with pedestrian use of walk. r- ALLEY INTERSECTIONS 21ARIMER COUNTY CONSTRUCTION REVISION N0: 2 DRAWINGURBAN AREA DRAWINGS EET STANDARDS DATE: 04/01/07 803 Depress ring 1 /4" to 5/8" below adjacent finished street grade Cover Final asphalt lift, overlay or grade adjustment Existing base course Support with Steel Shims and pack with High Strength Grout NOTE: 1. Grout shall be a mixture of 100 Ibs Grout mix, 26 Ibs Slope up to match finished pavement Straight cut around ring X m E Concrete grade ring T to match slope or finished grade Shim / Grout Grade ring Manhole water (3.12 Gal), and 100 Ibs of sand conforming to ASTM C-35, 2. Manholes shall not be located in crosspans, gutters, or wheel path. 3. Shim and grout to make ring and cover flush with the finished pavement surface. r- STANDARD MANHOLE COVER LARIMER COUNTY CONSTRUCTION REVISION NO: DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 08/07/00 1201 Detached Sidewalk Sidewalk Attached Sidewalk �LC. 6'-0" MinL. LIP 8" Commercial F-6" Residential 112" Expansion Joint Material 1 Y2" Expansion Joint Material DETACHED ATTACHED 61, SIDEWALK DRIVEWAY SIDEWALK .. F— SECTION A -A All Sidewalk Thickness Shall Be 6" minimum. NOTE: 1 Sidewalk grade shall remain consistent across driveway 2. For driveway design requirements. see CONST. DWG. 706 & 707. 3. This detail applies to Residential & Commercial driveways. STANDARD SIDEWALK LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/101/07 1601 Slope sidewalk to curb 114" per foot r NOTE'. Construct sidewalk with joints at 10' intervals and aligned with scoring on curb. ATTACHED SIDEWALK DETAIL DETACHED SIDEWALK DETAIL R 1l8 11//4�SLAB THICKNESS 1 1 T4" WEAKENED PLANE JOINT 112" Expansion 112" ;IVp I wLL I I V LV VA I IVNS SPtGIHEU IN CHAPTER 22 EXPANSION JOINT SIDEWALK DETAIL LARIMER COUNTY URBAN AREA CONSTRUCTION REVISION NO: 2 DRAWING URBANSTREET STANDARDS DRAWINGSDATE: 04/01/07 1602 Curb to retain ground behind the walk, if needed. Walk Curb Gutter 2 (Radius varies) Trsition \baof walk `c'k typ•) Wood float finish thru ramp Broom finish U) C I E 0 m /�� / Truncated Dome �/ Warning Detection c 0" Curb (optional) CORNER LOCATION / Only if needed Woodfloatfinish thru ramp A Transition back of walk (typ.) Walk Broom finish t:12 —':12 Broom finish Slope Slope (max.) (max.) Curb Gutter �— A 6' S' 6' Truncated Dome CD (min.) (min.) Warning Detection z MID -BLOCK LOCATION at the corners of the truncated dome warning a2'-011 6" truncated dome warning c m detection 1 ** 25 slope ((Max)o co =EEE=== U- SECTION A -A Co NOTES: 1. * 6" Thickness applies to entire ramp area. 2. ** 1 :25 Unless a landing behind ramp (then ramp can be 1:12 with 1 :20 on the truncated dome warning.) 3. See CONST. DWG. 1606(a) and 1607 for Fort Collins. 4. See CONST. DWG. 1614, 1615 and 1616 for Loveland. r- ACCESS RAMP DETAILS LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 1603 ARTERIAL 0 E 7: ROW Line 9 's. ARTERIAL / COLLECTOR 2 J Q R=6' W Qo Q � 6 I LO 9 0 s J Q W ROW Line 10' 6' LU 10' 5' (min.) Q 6' 15' ARTERIAL / ARTERIAL ARTERIAL / COLLECTOR For Corner Radius > 35' r� DETACHED WALK / INTERSECTION DETAIL LARIMER COUNTY CONSTRUCTION REVISION NO: DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 08/07/00 1604 11.2. Bid Forms must be complete in ink or typed. All lump sum prices on the form must be stated in words and numerals; in case of conflict, words will take precedence. Unit prices shall govern over extensions of sums. 11.3. Bids by corporations must be executed in the corporate name by the president or a vice-president (or other appropriate officer accompanied by evidence of authority to sign) and the corporate seal shall be affixed and attested by the secretary or an assistant secretary. The corporate address and state of incorporation shall be shown below the corporate name. 11.4. Bids by partnerships must be executed in the partnership name and signed by a partner, his title must appear under his signature and the official address of the partnership must be shown below the signature. 11.5. Bids by joint venture shall be signed by each participant in the joint venture or by an authorized agent of each participant. The full name of each person or company interested in the Bid shall be listed on the Bid Form. 11.6. The Bid shall contain an acknowledgement of receipt of all Addenda (the numbers of which must be filled in on the Bid Form). 11.7. No alterations in Bids, or in the printed forms therefore, by erasures, interpolations, or otherwise will be acceptable unless each such alteration is signed or initialed by the Bidder; if initialed, OWNER may require the Bidder to identify any alteration so initialed. 11.8. The address and telephone number for communications regarding the Bid shall be shown. 12.0 BID PRICING. Bids must be priced as set forth in the Bid Schedule or Schedules. 13.0 SUBMISSION OF BIDS. 13.1. Bids shall be submitted at the time and place indicated in the Invitation to Bid and shall be enclosed in an opaque sealed envelope marked with the Project title, Bid No., and name and address of the Bidder and accompanied by the Bid Security, Bid Form, Bid Bond, Statement of Bidders Qualifications, and Schedule of Subcontractors as required in Section 00430. If the Bid is sent through the mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope with the notation "BID ENCLOSED" on the face of it. 13.2. Bids shall be deposited at the designated location prior to the time and date for receipt of Bids indicated in the Invitation to Bid, or 12/03 Section 00100 Page 5 Note: Use of this detail requires special approval in Fort Collins by the Local Entity Engineer. r- DETACHED WALK / INTERSECTION DETAIL LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/O1/07 1605 1.5' TRANSITION 0.5' TYP.� 1.5' TRANSITION A �1 0.5' / 2 CURB Flared Option Truncated Dome Warning Detection i FLARE OPTION A Truncated Dome 4' MIN. I Warning Detection 1' ft. Max 8' CURB 0' CURB 1' R CURB OPTION : x 2' CURB t-8' or as specified 1: ( elope (max.) FL 1.1�p?E MAX Dy�uNE STANDARD GRAY CON ETE 8' LIP OF GUTTER RAMP WITH PARTIALLY COLORED CONCRETE PLAN VIEW SECTION A -A N.T.S. N.T.S. NOTES: 1. NO JOINTS ARE ALLOWED IN THE FLOWLINE, SIX INCH WIDE CURB OR "DUMMY JOINT' MAY BE TOOLED NO CLOSER THAN 6 INCHES FROM FLOW LINE AS SHOWN. 2. MINIMUM CONCRETE THICKNESS IS 6 INCHES, 3. JOINT PATTERN TO BE ACCORDING TO'INTERSECTION GUTTER DETAIL' OR AS DETERMINED BY THE LOCAL ENTITY. 4. WOOD FLOAT FINISH IS REQUIRED OVER THE SLOPED SURFACE OF RAMP AND FLARES, 5. 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. 6. MINIMUM RAMP WIDTH SHALL BE FOUR FEET, OR THE SAME AS THE WIDEST ADJACENT SIDEWALK, WHICHEVER IS GREATER, UP TO A MAXIMUM WIDTH OF 8 FEET. 7, THE RAMP LANDING MAY BE POURED MONOLITHIC WITH THE ADJACENT TRANSITIONS PROVIDED THAT AN APPROVED "SHAKE -ON" PIGMENT BE USED TO COLOR THE LANDING AREA, 8. T= THICKNESS (AS SPECIFIED ON PLANS OR LOCAL ENTITY ENGINEER). PEDESTRIAN RAMP DETAIL (For New Const. & Alterations) 2LAIEET RMER COUNTY CONSTRUCTION REVISION N0: 1 DRAWINGUAN AREA RBDRAWINGS STANDARDS DATE: 04/01/07 1606 FORT COLLINS ONLY 3 � fir N 3- AJeMapig 0000 IUI f Ll� -CJ 0 f0 m n n � w z � z Q A U � a N NS] O N C O t � O U � � O C C C m E- VI N ¢> bQ E d D= 0 W 0..9 V'I MID n_ec�'9 ``�- o"'L moo c Q a O RESIDENTIAL LOCAL STREET ACCESS RAMPS LARIMER COUNTY URBAN AREA CONSTRUCTION REVISION N0: DRAWING URBANSTREET STANDARDS DRAWINGSDATE: 04/O1/07 16 0 6(a FORT COLLINS ONLY U U 0 aO O — LL n o V a CD OYzI m c 1 Y UE N+ m Q •- 1p N + N O- N eij t U O coN+ N + N E x Varies i m + + m+ S Vis d N N N N N d N` L E X N d E N C N C O O 6 I O N C I N t, I VJ ro � o U LL � U a 70 O qm _ m0 c o m E E d N ? � O \ \ N d In O 9 Q N (n C O_ O O Q U w Vari s D d I a N ro � U = `c U a> Q a I o Q X C C!i 77 C/J — � � 6" 1 C C ro O N 9 E a R �� E c ro m 2 1 1UM C ¢ pOuEIV CDM0iVafleS tiallfpup [v 1 I r qln� 2 I 1 O I I a`i`o VJ o moo co ¢ Ua, m m ` CD o `off LL �OQ U Q TRUNCATED DOME WARNING FOR ACCESS RAMPS LARIMER COUNTY CONSTRUCTION REVISION NO: DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 1607 (min.) ADDITION TO EXISTING SIDEWALK NOTES: 1. New walk additions shall be placed to the same line and grade as the existing walk. 2. Match transverse tooled joints to existing tooled joints. TOOL JOINT FOR WALKS NOTES: 1 . Joint shall be cut 114 thickness of initial concrete: tool joint for walks. r- SIDEWALK WIDENING DETAILS LARIMER COUNTY CONSTRUCTION REVISION NO: DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: OB/07/00 5 I 0 F o z Lf) o IM a o Q � � 1 OWN S €o gw o F R o C �w LLo u $ s = F is t o s Sow8R�s W O 3� oa g W H-E!Elq o 55 �0� m m o — 0 ¢ u ti OL y�I 3 Z F a o ° O C a `o n 0 9 `I L FR QQ o93Q� Ulm oc O 23 duo m E yU G� N z F Z o A8.e • y W ° LL o o "s a g No Text 0 z Zvlo 819 it I I I I I o w m3 i rcy mm e� 8� I I � �3 I I � 3 I I I I x * I� x I o 3 x� LSD 0 z z Fg� �z m IS Q w Lj�� zeh8 rFLII � c o C d 3tt3o �^' ih i 8 6 9`b B 8 Y O« * J C r � * O K 41 O iN O QomN U • 5' Gabon C I � E ooyoa $ 3 it it o e � 3i m z ; E= Z. Es go S —04 i Fwi o a _. xo " o s / 5 zV� Z m x a€ m O � p N z� p YNm L ¢ `m w y mo y y EwV^.g n O. v W 3 O 0 n c a: O K v mF ~ p v�+p � 1� iY V j �3oo EJ K m YSW9aqa�z • lF l QQ 2 0 ~ W E �Z F i._ o� W _ U O E_oN W �o 3 m - O ADDENDUM I BID SCHEDULE - REVISED Cilvot Furl Collins Bid Nu_6046 Cancrcic Maintenance Project Item No. Description Unit Contract Quantity Contract Cost Unit Price Total 202.01 Sawcutting 4" L.F. 100 $ $ 202.02 Sawcutling- Additional Inch Depth LF/IN. 100 $ $ 201 01 Genera] Excavation CY 200 $ $ 203.02 Borrow TON 50 $ $ 212.01 Sod SF 500 $ $ 212.02 Landscape/Irrigation Labor FIR 50 $ $ 304.01 Aggregate Base Course TON 1800 $ $ 403.01 Tempoiaiy Patching TON 400 $ $ 604.01 Type R Inlet - Remove & Replace (4' Opening) EA 1 $ $ 604-02 Type R Inlet - Reconstruct Deck (4' Opening) EA 7 S $ 604.03 Type R Inlet- Reconstruct Deck Additional Foot Opening LF 5 S S 604.04 Catch Basin Inlet - Remove & Replace EA 1 $ $ 604.05 Catch Ravin Inlet-RCCODsouct Deck EA 10 $ $ 604.06 Catch Basin - Reconstruct Deck Additional Foot Opening LF 1 $ $ 60407 Modified Type 13 Curb Inlet - Remove & Replace EA I $ $ 60408 Modified Type 13 Curb Inlet- Reconstruct Deck EA 5 $ $ 604.09 Modified Type 13 Curb Inlet - Materials Only EA 1 $ $ 604. 10 Concrete Sidewalk Culvert- Remove & Replace EA 1 $ $ 604.1 1 Metal Sidewalk Culvert 518" Plate - Remove & Replace EA I S $ 604.12 Additional Square Footot5/8" Plate SF 5 $ $ 608.OI Remove Concrete SF 250 $ $ 608.02 Remove and I laul Fillets EA 12 $ $ 608.03 Aprons - Remove & Replace SF 6000 $ $ 6118-04 Crosspan - 8" Remove & Replace SF 6075 $ $ 608 05 Di iveover Curb. Gutter & 6" Sidewalk - Remove & Replace LF 7600 S $ 608.06 Di iveover Curb & Gutter - No Sidewalk - Remove & Replace IT 1325 $ $ 608.07 Vertical Curb, Gutter & 6" Sidewalk - Remove & Replace IT 200 S $ 609.08 Vertical Curh & Garret - No Sidewalk - Remove & Replace LF 3350 S $ 608.09 Vertical Outfall Curh & Gutter- Remove & Replace LF 50 $ $ 008.10 Barrier Curb 12' - Remove& Replace IT 25 $ S 6(L4_ I I Hollywood Curb. Gutter & 6" Sidewalk- Remove & Replace IT 2000 S $ 608.12 Ilollywood Curb & Gutter- No Sidewalk - Renurvc & Replace LF 175 $ $ 608.1 1 Ilighback Curb & Gutter No Sidewalk - Remove & Replace IF 3200 $ $ ii08.14 Pedestrian Access Ramp -Remove & Replace SF 7250 $ $ 608.15 Pedcsb an Access Ramp - Highhack - Remove & Replace SF 3250 $ S 608.16 '1'nmcnled Dome Panel SF 975 $ S 60;i17 Flatwark 4'- Remove & Replace SF 500 $ $ 608. 18 Plam,o k 6" - Remote & Replace SF 16000 $ $ any extension thereof made by addendum. Bids received after the time and date for receipt of Bids will be returned unopened. Bidder shall assume full responsibility for timely delivery at the location designated for receipt of Bids. 13.3. Oral, telephonic, telegraphic, or facsimile Bids are invalid and will not receive consideration. 13.4. No Bidder may submit more than one Bid. Multiple Bids under different names will not be accepted from one firm or association. 14.0 MODIFICATION AND WITHDRAWAL OF BIDS. 14.1. Bids may be modified or withdrawn by an appropriate document duly executed (in a manner that a Bid must be executed) and delivered to the place where Bids are to be submitted at any time prior to the opening of Bids. 14.2. Bids may also be modified or withdrawn in person by the Bidder or an authorized representative provided he can prove his identity and authority at any time prior to the opening of Bids. 14.3. Withdrawn Bids may be resubmitted up to the time designated for the receipt of Bids provided that they are then fully in conformance with these Instructions to Bidders. 15.0 OPENINGS OF BIDS. Bids will be opened and (unless obviously non -responsive) read aloud publicly as indicated in the Invitation to Bid. An abstract of the amounts of the Base Bids and major alternates (if any) will be made available after the opening of Bids. 16.0 BIDS TO REMAIN OPEN SUBJECT TO ACCEPTANCE. All Bids shall remain open for forty-five (45) days after the day of the Bid Opening, but OWNER may, in his sole discretion, release any Bid and return the Bid Security prior to that date. 17.0 AWARD OF CONTRACT. 17.1. OWNER reserves the right to reject any and all Bids, to waive any and all informalities not involving price, time or changes in the Work, to negotiate contract terms with the Successful Bidder, and the right to disregard all nonconforming, nonresponsive, unbalanced or conditional Bids. Also, OWNER reserves the right to reject the Bid of any Bidder if OWNER believes that it would not be in the best interest of the Project to make an award to that Bidder, whether because the Bid is not responsive or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by 12103 Section 00100 Page 6 SECTION 03500 PROJECT MAPS Mulberry/Remington/£stdale Areas Parker Area Stadium Nghts Parkwood Fist Wood West Landings & Boardwalk EA4eadows West h mony Road City of Fort Collins 2007 Street Maintenance Project Mulberry/Remington/Eastdale - Rehab No Text City of Fort Collins 2007 Street Maintenance Project Stadium f Ieights - Slurry d� �, e wA Ill :I �` EIR + —�— Pf P GT ��' agEl laAji a y4*` �' ¢ rIn o51 � i rryIE ka aklkG ,, -" w2 FE m ::a° II P �'` rz �I u a ¢ �L a�«� ��a� ���y b :. sd&`�' '� 9� r� �I bai l imp ���� r r Al" Ai � ' ��. � 1 airJ %� i" �j � r �'� � P �� �'ii �4 r 6 a •i��l ir 1�' ;aiOccI OAF, 61'n as� e am or MMY ME rw , t(U ERNAo �I DIII ka d r t� 9DES, ri+, i t k x r a hig oa� 0 �Ig i—Q3 I s.- #�. �" a sQ i e la " d t ^v r A e RfiS»a., i tzr wl F ' �'.�; Aga,� a 8 fig{ g: '# de, d �, fie' 466 IS v a fi t e � ' (6�ro p/y� x O � I � � " p EMI �y ry� 5� �� g�I Wax l C ep1(� 's H .M�k a 3 H ;$��6 sl i" ,m �' ` D"'T -ti S WE €s r, 1" E.II I ,�' 3 d� � a �aV � ,� i� I �� �� r�� EII6�_II '� All OW Ale, WEN as gg,L� F D er p �r. la : �i PI�+ha (� !: I� ,l `1 s iVOiel�a��,n_ n `: W! M e' 4 ��� pP E 3 re �i� a7 Air l� �a 0 iR m irr �yyy'' ��'� ir.'�� "'' IY 'd ; ^yam, i �64 i"Ie .. t _.a Sa w ,i 9 E e rv' ac St�MC 5T ,�� <Lp �� r Po, ,'{,� k. L' n gM snEa E Y ll. � I a�E ZiPQL5 CT 3 4864 s 5 eli winDue E �i A e tid ARE { l., e ' AVE a WEl `'' b P RAM �- � m �� Not oiloa �,� . ,u I,�. I. el�r elle ,E aE z / a ,g } City of Fort Collins 2007 Street Maintenance Project Parkwood East - Rehab .i r.W i�{F.-^tx�t xf'P'f�•• x I�+E ti i lot, { x{ Mj any Will J a Alsqp SO` ° { s 61 ' _ e 1, - J�it �I .�' ` a q �� "ice 3 �* g v �, F x IT l 446�'- �s ��{u 2iFsied.�'�" nl x 9idU�'io''�`&%a�` ¢ City of Fort Collins 2007 Street Maintenance Project Wood West - Slurry x 6 o-r Y*7 gi d� % i x�iaaa% a'1 n �i �1 teh/kGCN�kEt DR �� zk� �i�"io � !r i,' ,ice a ;a " 'r 2 A a I A #'R k MW 9 91Yv �I& $ x 4 3�dJ S w�F B C�'i-rr "iSljpl _ ad lkii ,yf' ih m Ak NO �@ i, ��,afh& ��'� �d $ yid "kaK�p•i� im, �y si€ Our -mow x k gg�� �- ' dim, �,• li �ag�y� yP' r ling si J B R 4ivi F Yor ` I 3 OF �a4e a" r r e a x P c�6'� � ` �+ * s�'�� ,..4 O� WAN WAYji � r OF e of r as °tom A iqiii ' l� a, "� .._ ;� ��� �• o, . City of fort Collins 2007 Street Maintenance, Project Landings Area - Stabilize * Reconstruct pw -1 - A A3 13, NO, Ely bm f"idbm 3- It T' 9M, 3, N ly 3 yz IT iEl � vaq A )3 tv ASK; . . .. ... ILY R'�'m Ov "d I dwrl 33 4, 71 -A, IN, 33 Al 13 1,74 J R8'7%� ik 811 80 0 4v c FA 12 'l k t 33026 will ''''hob Al�- '31 VIL A City of Fort Collins 2007 Street Maintenance Project Fox Meadows - Rehab ��.. ,p m M cT� �< A, @sari , , r k iARA5 CT ' , 83 Al rt 8 Ts a ° b. a° # ai"' ai x e��l. «,n i,.� 4 AY a�, N .� "G �� �. � Ix z repe r as •'' p (�,t, iP s'7.•'IF "aA, V { to dw yE w t'+ 1r ice• r� i ear i�' 3' 7F Q gg A GUa��" .��pn� 1.3cii'�y Arn e-lip.; gyp,. b r .e m aid ik ,fly.. 714.1 �',ia r, 't `� � ���„�,iiAl�i ap lid s ar �y 4,R Al w� m e, Ilk ea, r9 �. 4lr i x 33 j `gyp �i �i» i41, rr Jn [31GH kN RP KO IA R� "An �� Iris e n & �alr��' 1 ae nlip, a` B1SC7N Rid °a. n a,y `r . a' F 3 P ^5 41e� � �19e k.. may i. [ J Pc e 0.Jrx 311, NB iee l will .- RSt DR ef �i AeA STONE DR ,ATE ' �' C�- 5LJOTON City of Fort Collins 2007 Street Maintenance Project West hlarmony Road - hot In Place Recycling City of Fort Collins 2007 Street Maintenance Project The Overlook at Woodridge OWNER. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. 17.2. In evaluating Bids, OWNER will consider the qualifications of the Bidders, whether or not the Bids comply with the prescribed requirements, and such alternates, unit prices and other data, as may be requested in the Bid Form or prior to the Notice of Award. 17.3. OWNER may consider the qualification and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work as to which the identity of Subcontractors, Suppliers, and other persons and organizations is submitted as requested by OWNER. OWNER also may consider the operating costs, maintenance requirements, performance data and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Award. 17.4. OWNER may conduct such investigations as OWNER deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications and financial ability of the Bidder's proposed Subcontractors, Suppliers and other persons and organizations to do the Work in accordance with the Contract Documents to OWNER's satisfaction within the prescribed time. 17.5. If the Contract is to be awarded, it will be awarded to the lowest responsive and responsible Bidder whose evaluation by OWNER indicates to OWNER that the award will be in the best interest of the OWNER. Award shall be made on the evaluated lowest base bid excluding alternates. The basis for award shall be the lowest Bid total for the Schedule or, in the case of more than one schedule, for sum of all schedules. Only one contract will be awarded. 17.6. If the Contract is to be awarded, OWNER will give the Successful Bidder a Notice of Award within forty-five (45) days after the date of the Bid opening. 18.0 CONTRACT SECURITY. The General Conditions and the Supplementary Conditions set forth OWNER's requirements as to performance and other Bonds. When the Successful Bidder delivers the executed Agreement to the OWNER., it shall be accompanied by the required Contract Security. 19.0 SIGNING OF AGREEMENT. When OWNER gives a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Agreement with all other written Contract Documents attached. Within fifteen (15) days thereafter, CONTRACTOR shall sign and deliver the required number of counterparts of the Agreement and attached documents 12/03 Section 00100 Page 7 furnishing of the Work. 5.0 INTERPRETATIONS AND ADDENDA. 5.1. All questions about the meaninq or intent of the Bidding Documents are to be submitted in writing to the Engineer and the OWNER. Interpretation or clarifications considered necessary in response to such questions will be issued only by Addenda. Questions received less than seven days prior to the date for opening of the Bids may not be answered. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 5.2. All questions concerning the scope of this project should be directed to the Engineer. Questions regarding submittal of bids should be directed to the City of Fort Collins' Purchasing Division. 5.3. Addenda may also be issued to modify the Bidding Documents as deemed advisable by OWNER or Engineer. 5.4. Addenda will be mailed or delivered to all parties recorded by the OWNER as having received the Bidding documents. 6.0 BID SECURITY 6.1. Each Bid must be accompanied by Bid Security made payable to OWNER in the amount stated in the Invitation to Bid. The required security must be in the form of a certified or bank cashier's check payable to OWNER or a Bid Bond on the form enclosed herewith. The Bid Bond must be executed by a surety meeting the requirements of the General Conditions for surety bonds. 6.2. The Bid Security of the successful Bidder will be retained until such Bidder has executed the Agreement and furnished the required contract security, whereupon Bid Security will be returned. If the successful Bidder fails to execute and deliver the Agreement and furnish the required contract security within 15 days of the Notice of Award, OWNER may annul the Notice of Award and the Bid Security of that Bidder will be forfeited. The Bid Security of other Bidders whom OWNER believes to have reasonable chance receiving the award may be retained by OWNER until the earlier of the seventh day after the effective date of the Agreement or the thirty-first day after the Bid Opening, whereupon Bid Security furnished by such Bidders will be returned. Bid Security with Bids which are not competitive will be returned within seven days after the Bid opening. 7.0 CONTRACT TIME. The number of days within which, or the date by which the Work is to be substantially complete and also completed and ready for Final Payment (the Contract Times) are set forth in the Agreement. 12/03 Section 00100 Page 3 1) Substantial Completion: One Thousand Dollars ($1,000) for each calendar day or fraction thereof that expires after the One Hundred Twenty (120) calendar day period for Substantial Completion of the Work until the Work is Substantially Complete. 2) Final Acceptance: After Substantial Completion, Five Hundred Dollars ($500) for each calendar day or fraction thereof that expires after the thirty (30) calendar day period for Final Payment and Acceptance until the Work is ready for Final Payment and Acceptance. ARTICLE 4. CONTRACT PRICE 4.1. OWNER shall pay CONTRACTOR for performance of the Work in accordance with the Contract Documents in current funds as follows: ($ ), $ Dollars, in accordance with Section 00300, attached and incorporated herein by this reference. ARTICLE 5. PAYMENT PROCEDURES CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by ENGINEER as provided in the General Conditions. 5.1. PROGRESS PAYMENTS. OWNER shall make progress payments on account of the Contract Price on the basis of CONTRACTOR's Application for Payment as recommended by ENGINEER, once each month during construction as provided below. All progress payments will be on the basis of the progress of the Work measured by the schedule of values established in paragraph 2.6 of the General Conditions and in the case of Unit Price Work based on the number of units completed, and in accordance with the General Requirements concerning Unit Price Work. 5.1.1. Prior to Substantial Completion, progress payments will be in the amount equal to the percentage indicated below, but, in each case, less the aggregate of payments previously made and less such amounts as ENGINEER shall determine, or OWNER may withhold, in accordance with paragraph 14.7 of the General Conditions. 900-, of the value of Work completed until the Work has been 50o completed as determined by ENGINEER, when the retainage equals 5' of the Contract Price, and if the character and progress of the Work have been satisfactory to OWNER and ENGINEER, OWNER on recommendation of ENGINEER, may determine that as long as the character and progress of the Work remain satisfactory to them, there will be no additional retainage on account of Work completed in which case the remaining progress payments prior to Substantial Completion will be in an amount equal to 1000 of the Work completed. 90`0 of materials and equipment not incorporated in the Work (but delivered, suitably 9/12/O1 Section 00520 Page 2 In BF15' ffFeff-a-eC*Cd-rtjff fir.. :.. -"*COY such-nc�tiee- in�ar-iting}-"sFEF�sha}�Prempt}.� consuil w,i'tvvsh EiavNGI[T.Z o t�e-nccc"s3ity-ftJF OW, R-toelirura--itualified-axpzr -Ira,, much ha�rdeus senditiun- t .,, .•. actin :f CkWTg�-ACTORshall-not-be required to- resume W-ork in-connection-wit"uch-hazardous-condition or F-arm= .oh affected eFRa until h eb4wned any--fectaied-pernins-related-Fhzreto, cl-dehtlered to tten that^....1... n itiont«RiFid-_ -•GC .. R FOR IS 9- h as ]Wn �---14 TheWoFic may be resumed --ry 60spee4yingn �,onditions under which such 1 entitlement to 2 Contract Dri6ng('RrAFact Times a a Wor)rsEopp�e or• "c.ac.-which W ft4-b 4NTR- Tnn «—w"--rc cu-.ted7, e tk cr arty may nal e 3 e}a r t# esefar-as-provided-ra Artw}es-1-1 �nnrkk?. 4-54 ff-a£feT-receipt-of-such- )eeiaf-written-notice C_r- Tu nC,TQR-do.,. w to rem .lue- .,.t WOFk based on sneers nahle-bel+ef Hsunsafer does -nix agree --ter--resume-,,aces�ork—under-.._such—special OW'T1TR-niw-of4ei,-such-porrierrof Ehe kVerlFthaN i� are a�ao^ -+vth sueh-hazardeus m9nw ion �,e deletes}-1Tent the- Worl&—If oi,x caffected d rnrrTn s - og ...,�..ne agree -as4oentitlement to of th— r^n as a aFt-�brig-sueh-portion of�-Wrk-then either party -may -make a-clai% thffe-for- as-previded4n 1 fieles-l-I-and 12CA mrrn ...,.. t,_ a t 1XV1131raf-de-Work-pe-r{onaed-ly-Eown forcesornthers-inaccordance-with-Artiole 7 har}trk=ss----_C rN:ggn,AC-TQR-, _ Subecantraetors. HaIFiFFI$EE£I'r-ENGr_p-cc�i,. �mt'tkint.--.erns' nth ,ffiGOrS difeGIEFs, employee agents, other cervsuatarN' arid--su! c.,raoors of each-,tnd--env € l a nit damages_Mg from SUG hazardous c ondifioa-provided-that ^�(0-my-sushcdaini, o of tarrVL4e prep€rty Eo her Thar thb-- Work itsf lt): MOluding the less of use resultingtherefrofla,fr (a}nothing-xrthis-subpar.;s,-aph 4-5-�11 obligate nj and agE}Hist--the entity, OF nh+Dintended-Eo-�p}y-4rr,4sbeste�F( ➢• *�-�ra;�;r; OF Fel tsil d at h - ­4 EJCDC IiENRRAL CONDi noTis t9r o-H (1990 E,fitiat) w CM* OF FORT COLLINS MODIFICATIONS (REV 1/2000) ARTICLE 5--130NDS AND INSURANCE Performance, Parmentand Other Bonas: 5.1. CONTRACTOR shall furnish Performance and Payment Bonds, each in an amount at least equal to the Contract Rice as security for the faithful performance and payment of all CONTRACTOR's obligations under the Contract Documents. These Bonds shall remain in effect at least until one year after the date when final payment becomes due, except as provided otherwise by Laws or Regulations or by the Contract Documents. CONTRACTOR shall also furnish such other Bonds as are required by the Supplementary Conditions. All Bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations and shall be executed by such sureties as are named in the current list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as .Acceptable Reinsuring Companies" as published in Ctrcular570 (amended) by the Audit Staff, Bureau of Uovermuent Financial Operations, U.S. Trktsury Department. All Bonds signed by an agent must be accompanied by a certified copy of such agent's authority to act. 52. It' the surety on any Bond fumished 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 inset the requirements of paragraph 5.1, CON -TRACTOR shall within tens days thereatfer substitute another Bond and surety, both of which must be acceptable to OWNER. 5.3. Licensed Sureties and Insurers, Certificates of Insurance: 5-J1. All Bonds and insurance required by the Contract Documents to be purchased and maintained by (AWER 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 adLlnional requirements and qualifications as may be provided M 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 land other evidence of insurance requested by OWNER or any other additional insured) which CONTRACTOR is required to purchase and maintain in accordance with paragraph 5A GiWNk'R 414 tali:;+e�-tfTCON-7-RAE�T'i�Rwith�3ies--tf�yea�ch� fldtiHiHna%irZiuiti.E�-Iderin led b-1 lr�dPF"�'t*�' itar F-'wtditic�e;^�._ri+tieaie: -'T �.=-,r^^urfrn��irnd—ether evidence of isxju �rrf,n o rrT9R or-anq'-c�tker-addi[Iona#-vrsur-er}'�-avtri.;'- ,�d€R--n regarred tr}a+rchasr-endahaintairr in -a ;care -lance WA };.a;.d�}rereoP SECTION 00800 SUPPLEMENTARY CONDITIONS Conditions of the Contract These Supplementary Conditions amend or supplement the General Conditions of the Construction Contract (EJCDC General Conditions 1910-8, 1990 edition with City of Fort Collins modifications) and other provisions of the Contract Documents as indicated below. SC-5.4.8 Limits of Liability A. Add the following language at the end of paragraph 5.4.8. The limits of liability for the insurance required by the paragraph numbers of the General Conditions listed below are as follows: 5.4.1 and 5.4.2 Coverage A - Statutory Limits Coverage B - $100,000/$100,000/$500,000 5.4.3 and 5.4.5 Commercial General Liability policy will have limits of $1,000,000 combined single limits (CSL). This policy will include coverage for Explosion, Collapse, and Underground coverage unless waived by the Owner. 5.4.6The Comprehensive Automobile Liability Insurance policy will have limits of $1,000,000 combined single limits (CSL). 5.4.9This policy will include completed operations coverage/product liability coverage with limits of $1,000,000 combined single limits (CSL). 7/96 Section 00800 Page 1 SECTION 01700 CONTRACT CLOSEOUT 1.1 CLEANING AND RESTORATION A. Return the premises and adjacent properties to conditions existing or better than existing at the time the work was begun. This will include providing labor, equipment and materials for cleaning, repairing and replacing facilities damaged or soiled during construction. The Engineer will be the judge of the degree of restoration required. 1.2 PROJECT RECORD DOCUMENTS 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 - Puge 16 0l 17 SECTION 01800 METHOD OF MEASUREMENT AND BASIS OF PAYMENT 1.1 DEFECTIVE WORK A. Owner will not pay for defective work and will not pay for repair or additional work required to bring the project to a point of acceptance. 1.2 BID PRICE A. The Total Bid Price covers all Work required by the Contract Documents. All work not specifically set forth as a pay item in the Bid Form shall be considered a subsidiary obligation of Contractor and all costs in connection therewith shall be included in the prices bid for the various items of Work. B. Prices shall include all costs in connection with the proper and successful completion of the Work, including furnishing all materials, equipment and tools; and performing all labor and supervision to fully complete the Work. C. Unit prices shall govern over extensions of sums. D. Unit prices shall not be subject to re -negotiation. 1.3 ESTIMATED QUANTITIES A. All quantities stipulated in the Bid Form at unit prices are approximate and are to be used only as a basis for estimating the probable cost of the Work and for the purpose of comparing the bids submitted to the Work. The basis of payment shall be the actual amount of materials furnished and Work done. B. Contractor agrees that he will make no claim for damages, anticipated profits, or otherwise on account of any difference between the amount of Work actually performed and materials actually furnished and the estimated amount therefor. END OF SECTION General Requirements - Page 17 of 17 SECTION 02000 PROJECT SPECIFICATIONS The Colorado Division of Transportation "Standard Specifications for Road and Bridge Construction", 2005, and the current Larimer County "Urban Area Street Standards", (hereafter referred to as the "Standard Specifications") are made a part of this Contract by this reference, except as revised herein, and are hereby adopted as the minimum Standard Specifications of Compliance for this project. 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 Control of Work 107 Protection and Restoration of Property and Landscape 108 Prosecution and Progress 201 Clearing and Grubbing 202 Removal of Structures and Obstructions 203 Excavation and Embankment 212 Seeding, Fertilizer, and Sodding 304 Aggregate Base Course 403 Hot Mix Asphalt - Patching 604 Inlets and Culverts 608 & 609 Sidewalks, Curb and Gutter, Drive Approaches, Aprons, Crosspans, and Concrete Pavement 630 Construction Zone Traffic Control SECTION 02500 QUANTITY ESTIMATE This work shall consist of removal and/or installation of concrete curbs, gutters, sidewalks, crosspans, aprons, drive approaches and pedestrian access ramps, and placement of temporary asphalt patching adjacent to new concrete, on designated streets in the City of Fort Collins. Specific locations are described herein; however, additional quantities are included in the Bid Schedule for locations not yet identified at the time of the bid. All quantities stipulated in the Bid Schedule at unit prices are approximate and are to be used only as a basis for estimating the probable cost of the Work and for the purpose of comparing the bids submitted to the Work. The basis of payment shall be the actual amount of materials furnished and Work done. Contractor agrees that he will make no claim for damages, anticipated profits, or otherwise on account of any difference between the amount of Work actually performed and materials actually furnished and the estimated amount therefor. SECTION 0251JO QLAN I III ESTIMATE STREET I I. FROM T4 608.02 608.03 608.04 "8.05 608.06 608.07 608.08 608.09 608.10 608.11 Remove Rilets Ap A Remove & Replace Cresspan Remove &. Replace.. M DO wJ 6 ' Walk R&k DO NSW R&R VC wt 6" Walk R&1k - VC NSW R&R. VC Oetlall Med"ieu Curb R&R Barrier Curb 12" ' R&R ,Hollywood wl 6" y4alk R&R - EA SF = SF LF LF LF LF LF LF LF EASTDALF DR STON ER ST STOVER ST ON 0.1N) 0100 0INI 1 0.00 ON 0IN) 0.00 1 0,00 0.01 AREA SUB TOTAL t 1 0,00 000 11 0.00 0.00 O.W OW 000 U.oO O.oO Y IARDk1 AI.K DR S_COI. L EGE A\ LANDINGS DR 000 1100 000 1) 00 O.IIO ON) 10900 000 000 1100 LANDI\GS DR ROAKDWALK DR %0RSFTOOTH RD 000 '_5'00 000 0,00 000 I?000 77400 0.00 0.00 000 ti LARBOARD CT LANDINGS DR CDS 0.00 000 0,00 11011 100 0.00 0.00 01 000 OOU AREA SUR TOI AL 0. 25200 O.W. 0.00:. 0.00 " I20.00' 88300 ON O00 FOO MULBERYST S. COLLEGE AI RIV ERSIDE AV U00 47i,00 O,INI O.W Lou 000 I]0n,00 LOW 10.00 0-00 AREA SUB TOTAL e I O.W. 475.00 U 00 0,00 :. 0.00 - 6 W' 1706 00 0,000 IOW tl 00" HARMONY RD CHOKECHERRY TRL. IAFT HILL RD. 000 19'17 66000 16NO 0,00 0.00 21100 1600 11On ON AREA SUB TOTAL DMIPHITion 0,00_ 392.17 (N60,00 1600 000 0.00 2115W FIOO ON 000 RRMINGTOX ST FOLIVE ST LOCUST ST 0OF, 42,00 162.00 O.W 0W 000 9900 000 0.00 000 AREA SUB TOTAL. 00¢.. 42.U0.- 16200' 000 000 ON, 9900 000'' 0.W 0.00' LAST" 001)DR DRAKRRD KIRKWOODDR 00O SZ01) 255.00 1U-011 5300 000 63.00 000 000 0W KIRK%tiOODDk ('REEKWOOD DR EASTN'OOD DR 000 25,00 000 000 0,00 4100 58,110 0.00 0.00 0.00 CRERK%AOOD DR TR.AIL0.VOOD DR F_STUARTDR 1)00 31PIN 47600 49100 35,00 2.00 5900 PLO 000 O.W CItEEKWOOD DR CD5 CRW EEKOOD DR END 1)00 0.00 2111.00 OW 1000 OW 000 0.00 0.00 OW AREA SITE TOTAL I ;li 489.00 94100.. I51300.=. 128.00- 4300 18000 600 000 JIM ANTELOPF RD END CARIBOU DR ON 0.00 11011 0N) 0.00 000 1)00 0,01) 0.00 1) 10 ARCTIC FOX DR P_ HORSETOOTU RD CARIBOU DR 0.00 01NI Q00 0W 1) 00 0.00 000 ODO Ono 0W BIGIIORN RD S. TLMRPRLIVE RD .ARCTIC FOX DR 0110 0.W 000 0O0 000 001) H 00 0,00 0.00 1) N1 BOWA'IPL ANIELOPE RD END 0.00 ON) ON ON 0.00 O.W II00 0Oo 0On IIon COYOTE PI. ARTIC FOX DR END 0,00 OW U00 OAO II On 101 1100 0.00 O.00 LOW 1)NLLPI ARTICFOX OR END 000 0.00 000 0OII I).00 O.W 000 0.00 0.00 FoO JAGUAR PL ANTELOPE RD END 0.00 1100 0.00 0.W 0.00 O.W O W 000 000 000 KODIAK RD WAPITI RD CARIBOU DR 00, ON 0.00 000 000 OINI 0DO 0.00 0,00 0.00 NIL LE) 'SI ANTELOPERD WAPITI RD I1011 0IN) 000 0.00 000 (1 On 0OIL 000 1100 1100 P IC MA PL ARTIC FOX DR END 000 I1 00 U.W II00 IOn O.00 O.W ON ON 000 RED WOLF I'I END ANIElOPERD ON 0.00 010 000 a00 001) 1) in 0.00 000 ON SIP, ER TIP PI. ANTELOPERD END POP 000 0,00 LW 0.00 000 0On It 000 000 WAPITI ED ARTIC FOX DR CARIBOU DR 0,00 0W 0.00 O.W 000 O.WI 0,00 0.00 000 OAO WHITETAIL PI. ARTIC FOX DR END 0.00 OA) 0 UO 0.0) ON 0.00 0W 1100 000 000 AREA SUB TOTAL O.W 0.00 ON L N1 0-111 ' 0.00 ON 000 ON O.W. DEINFS(T SMITH IN CDS 00) (I W 001) 000 000 0W 000 000 1)00 3200 MAIHE%A'SSI E. PROSPECI RD PARKERST 1)00 QW 0.00 0W 000 0.00 PAN) 000 (100 120.W PARKER IT S_COLLL(iE.AI STOTRSF 11011 IIIR) 000 1)W ON 0W 18 00 000 1100 8100 PERSO] ('7 PARKER ST N. ESD 0O0 000 0,00 0.W 100 0 W 1) (No ODO 000 2900 PIT[ KSONPL EPROSPECT RD PARKERST IN 1) OR) 000 0IN) 0.00 O.W 1)00 000 000 (1 on SNIUI I PL E PROSPECT RD PARKER ST ODO II W 40,00 000 0 00 0 K 00O 1) 00 000 93 (A) lA'ITDBEEST E_PROSPECI RD PARKERST 000 000 1).00 IIAO 100 OW 2000 (I ONO 000 000 AREA SUB TOTAL 0,00 0.00 4000 1101 0N 0,00 4800 ON 0.00 36000 SEC I ION 112500 QU;\NTITIESTIMATE STREET I FROM TO 202.01 203.01 304.07 403.50 604.02 60443 ` 604.05 604A8 608.01 Sawcnt 4" General Excavation Aggregate Base Temp Patching Region Type R �� g� Recon. Type R curb Inlet Ihck- kdd. 1' Opening Beean Inlet Catch �Seain Recon Modified T S7 13Corb Inlet Deck Remove Concrete LF CY TON TON. EA'.' LF "EA EA SF AZALEA ('1 AZALEADR CUS 0.011 0.0) 415 195 000 0.00 01T) 0.00 0.00 .AZALEADR W. PROSPECT RD S. OV LRLAND TRAIL 000 0.00 23.83 11.7_' 000 000 0.00 0.00 000 HOLLY ST LARCH ST HOLLY "AY 00) (1 UDO 0.1M 000 000 11,00 000 0,1111 CAR( IIST N'. PROSPECT RD SUMACS OD0 0.00 1745 7,43 UOOV")) 011 000 O.UU lLW P,ALMDR k% PROSPF('T RD S. OV LELAND TRAIL 0.00 0.11) 931 369 00000 0.0U 0110 000 RAMS LA' PECAN STREALCT 000 000 1115 6ql00 01111 0011 000 REALCI PECANST S. OVERLANDTRAIL 000 000 415U0 000 UW ILnf) SCMACST LARCIIST S. CA ERLAND TRAIL 00U00 0.011 0W B,1)I) I'IiGNST PALM DR S. OVERLAND TRAIL ]IKI 000 2442 104fi 0.00 pA0 000 0.00 0011 AREA SUB TOTAL t Coo 000 109.49 48,07. 0,00. 0.00 0.00 000 0)Q BLLE MESA.Ab' COLONYDR WORTHINGTON AV 0.00 O.(111 352 LN 000 0011 0.00 0.00 (TOO C H.AP.ARRAL DR POWDERITORN DR ROCK MMOUNTAINN'Y 001) 01N) 7.92 447 0M) O0)0 0.00 000 q00 CIMARRONCT ROCKY MOUN IA IN 0.'Y CDS 0.00 0.00 257 1.65 1L110 000 000 0.00 OU0 FMRPLAY CT GLNNISON DR CDS 000 g011 330 122 000 0.00 0011 0110 1L00 (,I: NNISON DR U'OR I I I INGTON AV CDS 0.00 1).00 Ix.l9 668 fL00 000 0.00 Oflll 0.00 LONGHORNCT BLUE MESA AV CD.S' 00U 000 066 0.26 000 0.00 I1 00 ()An 000 PLACER S I 0.'. SR'ALLOW RD WORT[ I INGTOV AV 000 0 00 7.04 2 S7 0.00 01111 0.00 0.00 00U POWDIIRlIORN DR ON AV WAGONWHEEL DR 000 0011 699 150 0.00 0,00 0.00 000 010 ROCKY MOLNTAIN ON AV S. SHIELDS ST 0.00 (TM 3.01 I'll 000 0.00 000 000 0.00 SILb'EKTHORS DR 1:0 R CDS 0011 000 1 O3 0.83 000 0.00 000 UDOT UMBLEW LED LN NTAIN N'Y CDS 000 000 _27 154 000 000 1)00 U00 0.00 WAGOVN'll[EL DR STAIN W1' CDS UDO O.W 411,55 14.78 000 0.00 OAO 000 000 WINCIIESTER DR LL DR CDS 000 I] W 1330 477 Q00 000 001) 000 000 ORTI II NGI ON AV \5_DRAKE RD CDS (1 000 ?4.27 BSI OUO 0.00 1) 000 ODO YEI.I 0%U PINE CT GI:NNISON DR CDS 000 0.10 403 173 U110 000 000 000 ODU AREA SUBTOTAL 03wI RAX) 13R45 5i9b 0.00. 0.00 0.00. 000. 0.00 TOTAL ].p0 154.0] I163[92 24SSI. 5:00 illll Iaan knn aoc nn Peet: ,I , to OWNER with the required Bonds. Within ten (10) days thereafter, OWNER shall deliver one fully signed counterpart to CONTRACTOR. Each counterpart is to be accompanied by a complete set of the Drawings with appropriate identification. 20.0 TAXES. OWNER is exempt from Colorado State Sales and Use Taxes on materials and equipment to be incorporated in the Work. Said taxes shall not be included in the Contract Price. Reference is made to the General and Supplementary Conditions. 21.0 RETAINAGE. Provisions concerning retainage are set forth in the Agreement. 22.0 PURCHASING RESTRICTIONS. Purchasing restrictions: The Bidder's authorized signature of this Bid assures the Bidder's compliance with the City's purchasing restrictions. A copy of the resolutions are available for review in the Purchasing and Risk Management Division or the City Clerk's office. A. Cement Restrictions: City of Fort Collins Resolution 91-121 requires that suppliers and producers of cement or products containing cement to certify that the cement was not made in cement kilns that burn hazardous waste as a fuel. 23.0 COLLUSIVE OR SHAM BIDS. Any Bid deemed by the City in its sole discretion to be a collusive or sham Bid will be re}ected and reported to authorities as such. Your authorized signature of this Bid assures that such Bid is genuine and is not a collusive or sham Bid. 24.0 BID RESULTS. For information regarding results for individual Bids send a self- addressed, self -stamped envelope and a Bid tally will be mailed to you. Bid results will be posted in the Purchasing office seven (7) days after the Bid Opening. END OF SECTION 12/03 Section 00100 Page 8 NAin Fiat Ppgt Amp SECTION A -A Minimum area of nose island 50 ft' Truncated Dome Warning Detection (typ.) A Min.4' A a a 6' Stop Bar at Min. traffic signals Sidewalk width shall conform to width requirements for the street classification NOTES: 1 . No storm water shall drain through pedestrian refuge. 2. Pedestrian refuge area shall be in line with cross walks. 3. Crosswalk to line up with ramp & Refuge Area, MEDIAN ISLANDS & PEDESTRIAN REFUGE AREA LARIMER COUNTY TCONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS STREET STANDARDS DATE: 04/01/07 1608 REVISION OF SECTIONS 608 AND 609 SIDEWALKS, CURB & GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, AND CONCRETE PAVEMENT Sections 608 and 609 of the Standard Specifications are to be deleted and replaced with the Latimer County Urban Area Street Standards, October 2002, except as noted herein. DESCRIPTION This work consists of the construction of concrete sidewalks, curb and gutter, drive approaches, aprons, crosspans, curb ramps and concrete pavement in accordance with these specifications and in conformity with the lines and grades shown on the plans or established. MATERIALS The mix designs for all types of concrete to be utilized shall be determined by the Contractor and submitted to the Engineer and approved a minimum of one week prior to the beginning of construction. Cement used shall conform to the Standard Specification for Portland Cement, ASTM C 150-85. AASHTO M85, Type 1, Type I/11. 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 minimum 48 hour compressive strength of 3000 psi. The concrete shall have a maximum water/cement ratio of 0.45. The type of concrete used for a particular 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 M 157, Section 13, Subsection 13.1 and 13.2, with each batch of concrete. In addition, the type of concrete (mix code) shall be shown on each load slip. Concrete delivered without a load slip containing complete information as specified will be subject to rejection. Curing materials shall be white pigmented liquid linseed oil based or paraffin based curing compound, and shall conform to ASTM Specification C 309-81 Type 11, 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. CONSTRUCTION REQUIREMENTS The Remove Concrete item shall include removal and disposal or salvage of existing asphalt, concrete, or flagstone as directed by the Engineer. Care shall be taken during removal of fillets to protect the existing concrete from damage. Any damage to the existing concrete shall be repaired or replaced at the Contractors expense. Monolithic hybrids of curb, gutter, sidewalk and highback vertical curb and gutter will be replaced using the same configuration as it was originally installed, unless a Flaw in its engineering should become apparent. In these cases the design may be modified by the Engineer. project Specifications - Page 19 of 30 SECTION 00300 BID FORM SECTION 00300 �@;u PROJECT:6046 Concrete Maintenance Project Place Date 1. In compliance with your Invitation to Bid dated and subject to all conditions thereof, the undersigned a (Corporation, Limited Liability Company, Partnership, Joint Venture, or Sole Proprietor) authorized to do business in the State of Colorado hereby proposes to furnish and do everything required by the Contract Documents to which this refers for the construction of all items listed on the following Bid Schedule or Bid Schedules. 2. The undersigned Bidder does hereby declare and stipulate that this proposal is made in good faith, without collusion or connection with any other person or persons Bidding for the same Work, and that it is made in pursuance of and subject to all the terms and conditions of the Invitation to Bid and Instructions to Bidders, the Agreement, the detailed Specifications, and the Drawings pertaining to the Work to be done, all of which have been examined by the undersigned. 3. Accompanying this Bid is a certified or cashier's check or standard Bid bond in the sum of _ ($ ) in accordance with the Invitation To Bid and Instructions to Bidders. 4. The undersigned Bidder agrees to execute the Agreement and a Performance Bond and a Payment Bond for the amount of the total of this Bid within fifteen (15) calendar days from the date when the written notice of the award of the contract is delivered to him at the address given on this Bid. The name and address of the corporate surety with which the Bidder proposes to furnish the specified performance and payment bonds is as follows: 5. All the various phases of Work enumerated in the Contract Documents with their individual jobs and overhead, whether specifically mentioned, included by implication or appurtenant thereto, are to be performed by the CONTRACTOR under one of the items listed in the Bid Schedule, irrespective of whether it is named in said list. 6. Payment for Work performed will be in accordance with the Bid Schedule or Bid Schedules subject to changes as provided in the Contract Documents. 7. The undersigned Bidder hereby acknowledges receipt of Addenda No. through 7/96 Section 00300 Page 1 3. BID SCHEDULE (Base Bid) City of Port Collins Concrete lud No.6046 Concrete Maintenance PR'olect Item No. Description Unit Contract Quantity Contract Cost Vnit Price Total 20201 Sawcutting 4" L.F. 100 $ S 202.02 Sawcutting - Additional Inch Dcpth I V; IN- 100 S $ 203 01 General Excavation CY 200 $ S 203.02 Borrow TON 50 $ $ 212,01 Sod SF 500 $ $ 21202 Landscape Irrigation Labor FIR 50 $ S 304.01 Aggregate Base Course TON 1650 $ $ 403,01 Temporary Patching TON 425 $ $ 604.01 Type R Inlet - Remove & Replace (4' Opening) EA I S $ 604-02 Type R Inlet- Reconstruct Deck (4' Opening) EA 5 $ $ 604,03 Type R Inlet - Reconstruct Deck Additional Foot Opening LF 5 S $ 604.04 Catch Basin Inlet - Remove&Replace BA 1 $ $ 604.05 Catch Basin Inlet- Reconstruct Deck EA 10 $ $ 60406 Catch Basin - Reconstruct Deck Additional Foot Opening LF I S $ 60407 Modified Type 13 Curb Inlct - Remove & Replace EA 1 $ $ 604,08 Modified Type 13 Curb Inlet- Reconstruct Deck FA 5 $ $ 604,09 Modified Type 13 Curb Inlet- Materials Only EA 1 $ $ 604.10 Concrete Sidewalk Culvert - Remove & Replace EA 1 $ $ 604,11 Metal Sidewalk Culvert 5i8" Plate- Remove & Replace EA I S S 604.12 Additional Square Foot of 578" Plate SF 5 $ $ 608-01 Remove Concrete SF 250 $ 608,02 Remove and Haul Fillets FA 5 $ S 608.03 Apron 8" - Rcmove & Replace SF 2300 $ $ 608.04 Crosspan - 8" Remove & Replace SF 3500 $ $ 608-05 Driveover Curb, Gutter & 6" Sidewalk - Remove & Replace LF 6000 $ $ 608.06 Driveover Curb&Gutter- NoSidewalk- RCTlove&Replace LF 300 $ S 608.07 Vertical Curb, Gutter & 6" Sidewalk - Remove & Replace LU 450 $ $ 608,08 Vertical Curb & Gutter- No Sidewalk - Remove & Replace LF 3250 $ S 6oS.o4 Vc¢ical Outlall Curb&Gutter - Rcmove&Replace IF 50 $ $ 608.Io Barrier Curb 12" - Remove & Replace LF 25 $ $ 608.11 Hollywood Curb, Gulter & 6" Sidewalk - Remove & Replace 1 1 1500 $ % 608.12 110ilywood Curb & Gutter- No Sidewalk - Rentovc & Replace LF 150 $ $ 608.11 Highback Curb & Gutter - No Sidewalk - Remove & Replace IT 3500 $ $ 608.14 Pedestrian Access Ramp - Remove & Replace SF 1500 $ S 608.15 Pedestrian Access Ramp - Ilighback- Rcmove&Replace SF 2750 $ $ 608.16 Truncated Domc Panel SF 600 $ S 608.17 1 lalwork 4" - Rentovc & Replace SF 500 S S 608.18 Fhttwork 6" - Remove & Replace SF 16000 $ $ 8. HID SCHEDULE (Base Bid) City of Foil Collins Concrete Bid No.6046 Cnncrele.'atainienance Project Item No. Description Unit Contract Quantity Contract Cost Unit Price Total 60$.19 Replace Flatwork - 1" Additional Depth SP 2550 $ S 608.20 Colored Concrete 4" San Diego Buff- Up Charge SF 500 $ $ 608.21 4' Valley Pan (6") - Remove & Replace SF 250 $ $ 608.22 Concrete Pavement 8" - Remove & Replace SF 900 $ S 60823 Alley Approach 8" - Remove & Replace SF 2800 $ $ 606.24 Expansion & Caulking LP 500 $ $ 608.25 Splashblock 4" SF 500 $ $ 60826 Exposed Aggregate 4" - Up Charge SF 200 $ $ 60827 Reset Flagstone SF 1500 $ $ 623.01 Irrigation Sleev ing 3" PVC- Complete In Place LP 86 $ $ 630.01 "No Parking' Sign With Stand Per Day Per Each 2000 $ $ 630.02 Vertical Panel Without Light Per Day Per Each 4150 $ $ 630,03 Channelizing Drum Without Light Per Day Per Each 2100 $ S 630,04 Type 1 t 11 Barricade Without Light Per Day Per Each 23000 $ $ 630.05 Type III Barricade Without Light Per Day Per Each 750 5 $ 630.06 Size A Sign With Stand Per Day Per Each 2400 $ S 630.07 Size B Sign With Stand Per Day Per Each 1200 $ $ 630.08 Size A Specialty Sign- Cost of Manufacturing Each 5 $ S 630.09 Size B Specialty Sign- Cost of Manufacturing Each 5 $ $ 610.10 Cone With Reflective Strip Per Day Per Each 7500 $ $ 630,1 1 Safety Fence Per Day Per Roll 5 $ S 630.12 Light Per Day Per Each too $ $ 630.13 Advance Warning Flashing or Sequencing Arrow Panel Per Day Per Each 15 $ $ 630.14 Variable Message Board Per Day Per Each 20 $ $ 630. Li -Lraftic Control Supervisor Per Day too $ S 630.I6 Tra Ric Control Supervisor Per Hour 400 $ $ 630.17 Flagging Per Hour 2500 $ $ TOTAL COST S Signed C'hcck Ono. Individual Doing Business in Company Name Corporation Partnership Dollars and Cents. Address Phone Iax page_ of-' 9. PRICES The foregoing prices shall include all labor, materials, transportation, shoring, removal, dewatering, overhead, profit, insurance, etc., to cover the complete Work in place of the several kinds called for. Bidder acknowledges that the OWNER has the right to delete items in the Bid or change quantities at his sole discretion without affecting the Agreement or prices of any item so long as the deletion or change does not exceed twenty-five percent (250) of the total Agreement Price. RESPECTFULLY SUBMITTED: Signature Title License Number (If Applicable) (Seal - if Bid is by corporation) Attest: Address Telephone Date 7/96 Section 00300 Page 3 SECTION 00400 SUPPLEMENTS TO BID FORMS 00410 Bid Bond 00420 Statement of Bidder's Qualifications 00430 Schedule of Subcontractors 7/96 Section 00410 Page 1 SECTION 00410 BID BOND KNOW ALL MEN BY THESE as Principal, and hereby held and firmly bound OWNER, in the sum of $ payment of which, well and truly to be made, we hereby jointly bind ourselves, successors, and assigns. PRESENTS: that we, the unto the City of Fort Collins undersigned as Surety, are Colorado, as for the and severally THE CONDITION of this obligation is such that whereas the Principal has submitted to the City of Fort Collins, Colorado the accompanying Bid and hereby made a part hereof to enter into a Construction Agreement for the construction of Fort Collins Project, 6046 Concrete Maintenance Project. NOW THEREFORE, (a) If said Bid shall be rejected, or (b) If said Bid shall be accepted and the Principal shall execute and deliver a Contract in the form of Contract attached hereto (properly completed in accordance with said Bid) and shall furnish a BOND for his faithful performance of said Contract, and for payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the Agreement created by the acceptance of said Bid, then this obligation shall be void; otherwise the same shall remain in force and effect, it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its BOND shall be in no way impaired or affected by any extension of the time within which the OWNER may accept such Bid; and said Surety does hereby waive notice of any such extension. Surety Companies executing bonds must be authorized to transact business in the State of Colorado and be accepted by the OWNER. 7/96 Section 00410 Page 2 ADDENDUM RID SCHEDULE - REVISED Crary of Rot Collins Bid No. 6046 Concrete Maintenance Project Item No. Description Unit Contract Quantity Contract Cost Unit Price Total 608.19 Replace Flamink - I" Additional Depth SF 2550 $ $ 608.20 Colored Concrete 4" San Diego Buff- Up Charge SF 500 $ $ 608.21 4' Valley Pan 16') - Remove & Replace SF 250 $ $ 608.22 Concrete Pavement 8' - Remove & Replace SF 1200 $ $ 608.23 Alley Approach S" - Remove & Replace SF 1850 $ $ 608.24 Expansion & Caulking IT 1200 $ $ 608.25 Splashblock 4" SF 500 $ $ 608.26 Exposed Aggregate 4" - Up Charge SF 200 $ $ 608.27 Reset Flagstone SF 1500 $ $ 623.01 Irrigation Sleeving 3" PVC - Complete In Place LF 86 $ $ 630.01 "No Parking' Sign With Stand Per Day Per Each 2200 $ $ 630.02 Vertical Panel Without Light Per Day Per Each 4900 $ $ 630.03 Channelizine Drum Without Light Per Day Per Each 2500 $ S 630.04 Type I / IT Flat Without Light Per Day Per Each 27500 $ $ 630.05 Type ITT Barricade Without Light Per Day Per Each 900 $ $ 630.06 Size A Sign With Stand Per Day Per Each 3500 $ $ 630.07 Size B Sign With Stand Per Day Per Each 1350 $ $ 630.08 Size A Specialty Sign - Cost of Manufacturing Each 5 S S 630.09 Size B Specialty Sign - Cost of Manufacturing Each 5 $ $ 630.10 Cone With Reflective Strip Per Day Per Each 8500 $ S 630J I Safely Pence Per Duy Per Roll 5 $ $ 630.12 Light Per Day Per Each 50 $ $ 630.13 Advance Warning Flashing or Sequencing An'ow Panel Per Day Per Each 15 $ $ 630-14 Variable Message Board Per Day Per Each 5 $ $ 630-15 TiafEc Control Supervisor Per Day 100 $ S 630.16 Treftic Control Supervisor Per llour 400 $ $ 630.17 Flagging Pei Hour 2650 S 5 TOTAL COST $ Signed Company Check On,. Individual Doing Business In Company Name Corporation Partnership Dollars and Cents. Addi exe Phonc/Fax IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals this day of , 20 , and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers, the day and year first set forth above. PRINCIPAL Name: Address: By: Title: ATTEST: By: (SEAL) 7/96 By: Title: SURETY (SEAL) Section 00410 Page 3 SECTION 00420 STATEMENT OF BIDDER'S QUALIFICATIONS All questions must be answered and the data given must be clear and comprehensive. This statement must be notarized. If necessary, questions may be answered on separate attached sheets. The Bidder may submit any additional information he desires. 1. Name of Bidder: 2. Permanent main office address: 3. When organized: 4. If a corporation, where incorporated: 5. How many years have you been engaged in the contracting business under your present firm or trade name? 6. Contracts on hand: (Schedule these, showing the amount of each contract and the appropriate anticipated dates of completion.) 7. General character of Work performed by your company: 8. Have you ever failed to complete any Work awarded to you?_ If so, where and why? 9. Have your ever defaulted on a contract?_ If so, where and why? 10. Are you debarred by any government agency? If. yes list agency name. 7/96 Section 00420 Page 1 11 12 13 14 List the more important projects recently completed by your company, stating the approximate cost of each, and the month and year completed, location and type of construction. List your major equipment available for this contract. Experience in construction Work similar in importance to this project: Background and experience of the principal members of your organization, including officers: 15. Credit available: $ 16. Bank reference: 17. Will you, upon request, fill out a detailed financial statement and furnish any other information that may be required by the OWNER? 18 19 Are you licensed as a General CONTRACTOR? If yes, in what city, county and state? class, license and numbers? Do you anticipate subcontracting Contract? If yes, what percent of total contract? and to whom? What Work under this 20. Are any lawsuits pending against you or your firm at this time? IF' yes, DETAIL 7/96 Section 00420 Page 2 21. What are the limits of your public liability? DETAIL What company? 22. What are your company's bonding limitations? 23. The undersigned hereby authorizes and requests any person, firm or corporation to furnish any information requested by the OWNER in verification of the recital comprising this Statement of Bidder's Qualifications. Dated at this Name of Bidder By: Title: State of County of day of , 20 being duly sworn deposes and says that he is _ of and that (name of organization) the answers to the foregoing questions and all statements therein contained are true and correct. Subscribed and sworn to before me this day of 20 Notary Public My commission expires 7/96 Section 00420 Page 3 SECTION 00430 SCHEDULE OF SUBCONTRACTORS List all subcontractors for the work items listed below and all subcontractors performing over 100 of the contract. ITEM 7/96 SUBCONTRACTOR Section 00430 Page 1 SECTION 00500 AGREEMENT FORMS 00510 Notice of Award 00520 Agreement 00530 Notice to Proceed SECTION 00510 NOTICE OF AWARD Date: TO: PROJECT: 6046 Concrete Maintenance Project OWNER: CITY OF FORT COLLINS (hereinafter referred to as "the OWNER") You are hereby notified that your Bid dated , 20 for the above project has been considered. You are the apparent successful Bidder and have been awarded an Agreement for 6046 Concrete Maintenance Project. The Price of your Agreement is Three (3) copies of each of the proposed Contract Documents (except Drawings) accompany this Notice of Award. Three (3) sets of the Drawings will be delivered separately or otherwise made available to you immediately. You must comply with the following conditions precedent within fifteen (15) days of the date of this Notice of Award, that is by , 20 I. You must deliver to the OWNER three (3) fully executed counterparts of the Agreement including all the Contract Documents. Each of the Contract Documents must bear your signature on the cover of the page. 2. You must deliver with the executed Agreement the Contract Security (Bonds) as specified in the Instructions to Bidders, General Conditions (Article 5.1) and Supplementary Conditions. Failure to comply with these conditions within the time specified will entitle OWNER to consider your Bid abandoned, to annul this Notice of Award and to declare your Bid Security forfeited. Within ten (10) days after you comply with those conditions, OWNER will return to you one (1) fully -signed counterpart of the Agreement with the Contract Documents attached. City of Fort Collins OWNER By: _ James B. O'Neill, II, CPPO, FNIGP Director of Purchasing & Risk Management 9/12/O1 Section 00510 Page 1 SECTION 00520 AGREEMENT THIS AGREEMENT is dated as of the day of in the year of 20_ and shall be effective on the date this AGREEMENT is signed by the City. The City of Fort Collins (hereinafter called OWNER) and (hereinafter called CONTRACTOR) OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: ARTICLE 1. WORK CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents. The Project for which the Work under the Contract Documents may be the whole or only a part is defined as the construction of the Bid 6046 Concrete Maintenance Project and is generally described in Section 01010. ARTICLE 2. ENGINEER The Project has been designed by the City of Fort Collins Engineering Department, who is hereinafter called ENGINEER and who will assume all duties and responsibilities and will have the rights and authority assigned to ENGINEER in the Contract Documents in connection with completion of the Work in accordance with the Contract Documents. ARTICLE 3. CONTRACT TIMES 3.1 The Work shall be Substantially Complete within 120 calendar days after the date when the Contract Times commence to run as provided in the General Conditions and completed and ready for Final Payment and Acceptance in accordance with the General Conditions within 150 calendar days after the date when the Contract Times commence to run. 3.2. Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not completed within the times specified in paragraph 3.1. above, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. They also recognize the delays, expenses and difficulties involved in proving in a legal 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. 9/12/01 Section 00520 Page 1 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. 5.1.2. Upon Substantial Completion payment will be made in an amount sufficient to increase total payments to CONTRACTOR to 95° of the Contract Price, less such amounts as ENGINEER shall determine or OWNER may withhold in accordance with paragraph 14.7 of the General Conditions or as provided by law. 5.2. FINAL PAYMENT. Upon Final Completion and Acceptance of the Work in accordance with paragraph 14.13 of the General Conditions, OWNER shall pay the remainder of the Contract Price as recommended by ENGINEER as provided in said paragraph 14.13. ARTICLE 6. CONTRACTOR'S REPRESENTATION In order to induce OWNER to enter into this Agreement, CONTRACTOR makes the following representations: 6.1. CONTRACTOR has familiarized himself with the nature and extent of the Contract Documents, Work, site, locality, and with all local conditions and Laws and Regulations that in any manner may affect cost, progress, performance or furnishing of the Work. 6.2. CONTRACTOR has studied carefully all reports of explorations and tests of subsurface conditions and drawings of physical conditions which are identified in the Supplementary Conditions as provided in paragraph 4.2 of the General Conditions. 6.3. CONTRACTOR has obtained and carefully studied (or assumes responsibility for obtaining and carefully studying) all such examinations, investigations, explorations, tests, reports, and studies (in addition to or to supplement those referred to in paragraph 6.2 above) which pertain to the subsurface or physical condition at or contiguous to the site or otherwise may affect the cost, progress, performance or furnishing of the Work as CONTRACTOR considers necessary for the performance or furnishing of the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provisions of paragraph 4.2 of the General Conditions; and no additional examinations, investigations, explorations, tests, reports, studies or similar information or data are or will be required by CONTRACTOR for such purposes. 6.4. CONTRACTOR has reviewed and checked all information and data shown or indicated on the Contract Documents with respect to existing Underground Facilities at or contiguous to the site and assumes responsibility for the accurate location of said Underground Facilities. No additional examinations, investigations, explorations, tests, reports, studies or similar information 9/12/01 Section 00520 Page 3 or data in respect of said Underground Facilities are or will be required by CONTRACTOR in order to perform and furnish the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provision of paragraph 4.3. of the General Conditions. 6.5. CONTRACTOR has correlated the results of all such observations, examinations, investigations, tests, reports and data with the terms and conditions of the Contract Documents. 6.6. CONTRACTOR has given ENGINEER written notice of all conflicts, errors or discrepancies that he has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR. ARTICLE 7. CONTRACT DOCUMENTS 7.1 The Contract Documents which comprise the entire Agreement between OWNER and CONTRACTOR concerning the Work consist of the General Conditions, Supplementary Conditions, those items included in the definition of "Contract Documents" in Article 1.10 of the General Conditions, and such other items as are referenced in this Article 7, all of which are incorporated herein by this reference. 7.2 Forms for use by CONTRACTOR in performing the Work and related actions in carrying out the terms of this Agreement are deemed Contract Documents and incorporated herein by this reference, and include, but are not limited to, the following: 7.2.1Certificate of Substantial Completion 7.2.2 Certificate of Final Acceptance 7.2.3Lien Waiver Releases 7.2.4Consent of Surety 7.2.5Application for Exemption Certificate 7.2.6Application for Payment 7.3 Drawings, consisting of a cover sheet and sheets numbered as follows: The Contract Drawings shall be stamped "Final for Construction" and dated. Any revisions made shall be clearly identified and dated. 7.4. Addenda Numbers to , inclusive. 7.5. The Contract Documents also include all written amendments and other documents amending, modifying, or supplementing the Contract Documents pursuant to paragraphs 3.5 and 3.6 of the General Conditions. 9/12/01 Section 00520 Page 4 SECTION 0250(1 OUANTITN FSEIYIATE STREET ) 1• FROM TO 202.01 20101 : 304.07 '40150 604:02 604.03 :. 604.05 ,,604.08 : 608.01 -608.02 .608.03 Saweut 4" General Excavation Aggregate Base Temp. Patching Reran Type R Inlet Deck 4' opening Bevan. Type R Curb Intel Deck -Add•F Opening Reenn Inlet Meek -Catch - Basin Region Modified Type 13 Curb Inlet. Deck.. Remove Concrete Remove Flucts Apron ReFnove&. .Replace.-. LF CY TON 'TON EA LF -EA EA - SF ::. EA SF E.ASTDALE DR SIONERST STONERST 0OfI 1 0.00 63.00 1100 0W 0_00 O.W 1 000 000 5.00 1 1)INI ARFASUB TOTAL 0.00 0.00 63:00 r1100 0.00 0.00 000 ,:. 000 000 50 0DO BOARDWALK DR SCOILEGE AV LANDIN.IDR O.W 1)00 12010 2of 0.00 EOO 0.00 100 0OF 0011 1)H1 LANDINGSDR BOARDWALK DR IIOR5EI OOTH RD 0.00 000 88.Oo 1300 0,00 1LW R00 000 000 O.W 1_5100 STARBOARD CT LASDINGSDR CDS 000 0,00 0.00 0.00 000 2MW 0,00 0.00 UDO O.IW 0,00 AREA SUB TOTAL y .. .. 0W FEW 100,00 1500 LOO 0.w QW aW LOO 000 252U6 MLLBRRYST IS COI RIVERSIDEAV 2000 15407 39300 43.00 A(M) O.W S.00 0W 19800 0W 334,00 .AREA SUB TOTAL 1 20.W 154.07 :38300 4100 2:W 0.00 S 00 ... O W 198I 0 0000 :. 33400 HARMONYRD. CIIOKF.CIFERKYTRL TAET HILL RD. 0.00 0.00 4000 800 000 0OR 11a) 01111 0,00 aOf1 39127 AREA SUB TOTAL RENJING TON STREET `000 0.00 40-W 9.00 000 0:00 ::A.00 ,: OAO : 000 :O.W 39227 RE M INOI ON SSI IF_OLIVE ST ILOCUSTSI f1,00 030 114,00 25.00 0.W O.RO 0W 500 000 000 1400 AREA SUB TOTAL.. am 0:.00 21-4.00 2500' 0W. 0100 BAD ..500 ,... OW ..000 :1400 EASTWOODDR DRAKE RD KIRKWDOD DR 000 000 9ZW IS.OII 3.W 500 400 1OO f100 0,00 17100 LA.STWODD CI L.ASI WDOD DR CDS 10O 000 31.00 6110 010 0.W O.W 000 000 DW 000 KIRK WOODDR CREEKWOOD UR EASTWWDDR ILN) 0110 8U0 110 O.DO 000 0.00 0.00 1)0O 00D '_5.00 CREEK0. OOD DR TRAILUOOD DR ESTUART DR 0)o 0of 55Of) 10.00 1,00 0.03 000 000 P00 0W No7oo CREEKWOOD DR CDS CREEKN'OOD DR END O.W 003 300 1,00 000 PW 000 000 000 010 000 AREA SUS TOTAL 1� ANTELOPE RD END C.4REOLDR 0-00 0.00 1.00 1)00 194.00 53of1 3700 11)00 4100 1Go 5.00 GOO : 400 ON - 0.00 0.00 0.00 O.00 006 2.W 504,00 26300 ARCTIC FOX DR E. I IORSE1OI)FH RD CARIBOUDR 000 (I (TO 3800 7 00 0.00 000 0.01 0.00 0.00 LW 325.00 BIGHORN RD S_ TIMBERLINE. RD ARCI R FOX DR 0010 1)O0 31) 00 400 B.IN) 000 ow 000 000 000 37300 BOBCAT PL AN I FI OPE RD END 0.00 0011 1500 2.110 010 000 010 O,IIO (1 Off O.IW 270.00 COYOTE TO ARTI(- FOX DR END 000 1)00 21_,00 400 0.(H) 0.0) 0000 000 (1 00 PIW 1_0400 CARIBOU DR EHORSECOOEH RD 0(10 1)00 7.00 100 0.00 000 I100 000 000 1) 00 97.00 DALLPL ARIICFOX DR END O.00 000 12DO 2.00 0JOE IJO 000 0.00 1)00 LOO 210.W JAGIIAIR PI ANTELOPE RD END 100 000 11OF 300 ILW 0.00 WOO 000 000 100 1811.00 KODI.AKRD PAPI TIRD ( ARIBOt1DR 000 000 3601) 6.00 000 1) Off 0.00 000 000 000 312.00 MULEYST .ANTELOPE RD W'APITIRD 000 000 13.00 3off 000 000 010 000 000 000 1_5000 PUMAPI. ARTR FOX DR END 1100 Poll 15,00 300 0W 0.00 0,(N1 (WO 000 000 165.00 RED WOFF PL FND ,AN I ELOPE RD 000 0.00 1700 3(111 0.00 0W 0Off 0of1 003 100 19900 SLIV ER TIP PIT ANTELOPE RD END 100 000 2000 400 1) Of OW 000 0.00 0.00 MR) 201.00 kJ, 'APITIRD ARTICFOXDR CARIBOUDR 100 O)(I 8500 15D) 0.00 001) O.UU 1) OR 0.00 P00 444.W )n'HE1EfAIL PIE .ARTIC FOX DR END 0.00 0Of 7,00 100 0.00 0W 000 000 000 0W 0W AREA SUBTOTAL 7Oo O.W 381.00. 67,W I'm 0.00 000 0.00 O.W. 5.00 3502.00. DEINESCT SMITHPL CDS 100 000 171 101 OW 000 0W 0.00 000 0OR 0.00 MATHE%4SST E. PROSPECT RD PARKERST O.OF 000 S90 3A9 010 1)00 OON) 100 11.00 0.00 100 PARKERST S_Col _LHGE .AV STOVFIR ST 0.00 0,00 14,10 19.05 0W 0W IOF 000 IlOo 0.10 000 PERSONCT PARKERST MEND 0NI 000 2_.13 079 0W 0,00 000 0.00 0,00 0DO 000 PETERSON I'I E PROSPECT RD PARKER ST 0.00 0OF 1 39 0.53 000 0 W 01111 1 of 0 00 1100 100 WITHPL E_PROSPECT RD PARKERST I10O P00 )078 451 PDfI 0.00 TWO 000 000 1)0 OW 0.'I IEDBEE ST E. PROSPECT RD PARKER .SI- 0-00 0011 147 0.56 000 O.W 0.W OAO 0.00 000 PW AREA SUB TOTAL LIX, MOD 41.9E i 29.64 O.W 0.00 IB0 0W OEM FEW 000 Pnµ 1 of 6 7.6. There are no Contract Documents other than those listed or incorporated by reference in this Article 7. The Contract Documents may only be amended, modified or supplemented as provided in paragraphs 3.5 and 3.6 of the General Conditions. ARTICLE 8. MISCELLANEOUS 8.1. Terms used in this Agreement which are defined in Article I of the General Conditions shall have the meanings indicated in the General Conditions. 8.2. No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and specifically but not without limitations, moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment no assignment will release or discharge that assignor from any duty or responsibility under the Contract Document. 8.3. OWNER and CONTRACTOR each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect to all covenants, Agreement and obligations contained in the Contract Document. 9/12/01 Section 00520 Page 5 OWNER: CITY OF FORT COLLINS CONTRACTOR: By: JAMES B. O'NEILL II, CPPO, FNIGP DIRECTOR OF PURCHASING AND RISK MANAGEMENT Date: Attest: City Clerk Address for giving notices: P. O. Box 580 Fort Collins, CO 80522 Approved as to Form Assistant City Attorney By: Title: Date: (CORPORATE SEAL) Attest: Address for giving notices: LICENSE NO.: 9/12/01 Section 00520 Page 6 SECTION 00530 NOTICE TO PROCEED Description of Work: 6046 Concrete Maintenance Project To: This notice is to advise you: That the contract covering the above described Work has been fully executed by the CONTRACTOR and the OWNER. That the required CONTRACTOR's Performance Bond and Payment Bond have been received by -the OWNER. That the OWNER has approved the said Contract Documents. Therefore, as the CONTRACTOR 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 and , 20 , respectively. City of Fort Collins OWNER By: Title: ACKNOWLEDGMENT OF NOTICE Receipt of the above Notice to Proceed is hereby acknowledged this day of , 20 . CONTRACTOR: By: Title: 7/96 Section 00530 Page 1 SECTION 00600 BONDS AND CERTIFICATES 00610 Performance Bond 00615 Payment Bond 00630 Certificate of Insurance 00635 Certificate of Substantial Completion 00640 Certificate of Final Acceptance 00650 Lien Waiver Release (CONTRACTOR) 00660 Consent of Surety 00670 Application for Exemption Certificate SECTION 00610 PERFORMANCE BOND Bond No. KNOW ALL MEN BY THESE PRESENTS: that (Firm) (Address) (an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal" and (Firm) (Address) hereinafter referred to as "the Surety", are held and firmly bound unto City of Fort Collins, 300 Laporte Ave, Fort Collins, Colorado 80522 a (Municipal Corporation) hereinafter referred to as the "OWNER", in the penal sum of in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, successors and assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a certain Agreement with the OWNER, dated the day of 20 , a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins project, 6046 Concrete Maintenance Project. NOW, THEREFORE, if the Principal shall well, truly and faithfully perform its duties, all the undertakings, covenants, terms, conditions and agreements of said Agreement during the original term thereof, and any extensions thereof which may be granted by the OWNER, with or without Notice to the Surety and during the life of the guaranty period, and if the Principal shall satisfy all claims and demands incurred under such Agreement, and shall fully indemnify and save harmless the OWNER from all cost and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the OWNER all outlay and expense which the OWNER may incur in making good any default then this obligation shall be void; otherwise to remain in full force and effect. 7/96 Section 0061.0 Page 1 PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the Work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligation on this bond; and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Agreement or to the Work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this day of 20 IN PRESENCE OF: (Corporate Seal) IN PRESENCE OF: IN PRESENCE OF: (Surety Seal) Principal (Title) (Address) Other Partners By: By: Surety By: By: (Address) NOTE: Date of Bond must not be prior to date of Agreement. If CONTRACTOR is Partnership, all partners should execute Bond. 7/96 Section 00610 Page 2 SECTION 00615 PAYMENT BOND Bond No. KNOW ALL MEN BY THESE PRESENTS: that (Firm) (Address) (an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal" and (Firm) (Address) hereinafter referred to as "the Surety", are held and firmly bound unto the City of Fort Collins, 300 Laporte Ave., Fort Collins, Colorado 80522 a (Municipal Corporation) hereinafter referred to as "the OWNER", in the penal sum of in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, successors and assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a certain Agreement with the OWNER., dated the day of 20 , a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins project, 6046 Concrete Maintenance Project. NOW, THEREFORE, if the Principal shall make payment to all persons, firms, subcontractors, and corporations furnishing materials for or performing labor in the prosecution of the Work provided for in such Agreement and any authorized extension or modification thereof, including all amounts due for materials, lubricants, repairs on machinery, equipment and tools, consumed, rented or used in connection with the construction of such Work, and all insurance premiums on said Work, and for all labor, performed in such Work whether by subcontractor or otherwise, then this obligation shall be void; otherwise to remain in full force and effect. 7/96 Section 00615 Page 1 PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the Work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligation on this bond; and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Agreement or to the Work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this _ day of 20 IN PRESENCE OF: (Corporate Seal) IN PRESENCE OF: IN PRESENCE OF: (Surety Seal) Principal (Title) (Address) Other Partners Surety By: By: (Address) NOTE: Date of Bond must not be prior to date of Agreement. If CONTRACTOR is Partnership, all partners should execute Bond. 7/96 Section 00615 Page 2 SECTION 00630 CERTIFICATE OF INSURANCE CONTRACTOR sha11 insert his own standard form for Certificate of Insurance. 7/96 Section 00630 Page 1 SECTION 00635 CERTIFICATE OF SUBSTANTIAL COMPLETION TO: CITY OF FORT COLLINS (OWNER) DATE OF SUBSTANTIAL COMPLETION: PROJECT TITLE: 6046 Concrete Maintenance Project PROJECT OR SPECIFIED PART SHALL LOCATION INCLUDE: OWNER: CONTRACTOR: Fort Collins, Colorado City of Fort Collins 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. ENGINEER AUTHORIZED REPRESENTATIVE DATE The CONTRACTOR accepts the above Certificate of Substantial Completion and agrees to complete and correct the items on the tentative list within the time indicated. By: CONTRACTOR AUTHORIZED REPRESENTATIVE DATE The OWNER accepts the project or specified area of the project as substantially complete and will assume full possession of the project or specified area of the project at 12:01 a.m., on The responsibility for heat, utilities, security, and insurance under the Contract Documents shall be as set forth under "Remarks" below. CITY OF FORT COLLINS, COLORADO By: OWNER REMARKS: AUTHORIZED REPRESENTATIVE DATE 7/96 Section 00635 Page 1 SECTION 02500 QUANPITIESTIMATE STREET I ) FROM TO 608.04 s 60&05 ,608.06 609.07 608A 608.09 60&10 609.11, 608.11 608.13 ,: 608.14 : 608.15 ro. Croove Remove & Replace DO °°/ & Walk R&R DONS R&R W VC w/ & Walk R&R S YC NSW R&R VC OoMaR Median Curb R&R Barrier Curb 12," R&R : Hollywood wt 6" Walk R&R:- Hollywood NSW R&R Highback NSW R&R Pedestrian Access RJR Pedestrian Access Ramp iRgbbark R&.R... SF LF .LF LF LF LF LF LF LF LF SF SF EASTDALEDR STOVERST iSTOXERST 34100 U.00 0OR I100 0_W 0W 0.00 713.W 1 3000 O.W 1 28,00 000 AREA SUB TOTAL. 342.00 0.00 O.W OdO 0.00 0.00' 0.00 71300 30,00 0.00 28.4)U OQO BOARDWALK DR S_COL.A LEGP V LANDINGSDR 000 0A0 I) 00 0.00 109.00 000 000 000 0.w O.W 13'00 0.00 IANDINGSDR BO.gRDWALK DR HORSE'fOUTiI RD 0.0F 0,00 00011000 77400 0.00 0.00 ROO 0.M) U.10 0.00 000 STARBOARD CT LAVDINGSDR CDS U.00 000 000 )A0 O.10 000 000 011I1 0I0 ROU 000 O.OU AREA SUB TOTAL 0.00 0,00 0.00 120.00 883(0 O.W= 0;00. 0.00'- 4ULB is COL LFGEAV RIVERSIDE AV II00 000 0.00 0.00 1708W OW 1000 000 0W 13680U 119600 133N OU AREA SUB TOTAL 0.00 0.00 OW 0.00 170800 OW.. itr.00.. 0:00: 000 1368.00-. 129600...,. 123800.. IIARMONV RD. CHOKECHERRYTRL TAFT LOLL RD_ TOO I6.(K) 000 000 21700 16011 000 0,00 0W R00 336.00 MO AREA SUB TOTAL 660.00 16,00 0.00 0.00 21700 1b.00. OAO. UAO- 0.00-- (L00 : 336.00 000 REMINGION ST IE"I.IVFST LOCUST SS1 16100 0.1R) 000 0.00 9900 000 000 000 000 173900 7000 1644.00 AREA SUB TOTAL. tot 162.00 '0.0/ 000 :.: 0.01) 991.00 (Foo 0.00=- 000 : 000 373900.-: 70M 154400. FAST0.00DDR DRAKE RD KIRKWOODDR 14000 1012.W 8300 000 63.011 000 000 0.00 0.00 0,00 148,00 00 0 EASTIS'OOD Ci EASTWOOD DR (US 000 41500 0.00 0.00 1)M O.U) 0,00 0.00 0.00 11,00 000 000 KIRKN'OOD DR CREEK WOOD DR EASTW()ODDR 0(10 000 000 41.00 Is 000 000 000 IL00 000 000 000 CREEKPN 001)DR TRAILWOOD DR F STUART DR 47600 491.M 3500 100 59.10 0,00 0,00 0.00 0.00 000 184,00 000 CREEKU'OOD DR CDS CRFEKWOOD DR END 21000 1000 100 0.00 000 000 000 000 000 DIM) 000 0.00 AREA SUB TOTAL 1 926.00 1949.00 118.00 43.00 1811.00 0.00:. 000... 000 .. 000 :... 0.00 ,. 43200 : 000 ANTELOPE RD END CARIBOUDR T_.W 568.00 17.W I]W 000 000 000 0.0) 0.00 000 0(M I'1800 ARCTIC FOX DR E_ I IORSET00'I H RD CARIBOU DR 1911)U 17000 67,00 Y00 31,00 000 000 0_00 000 000 316,00 0.00 BIGHORN RD S.'1]MBERLINE RD ARCTIC FOX DR 7800 115,00 6500 7.IM1 9100 00p O.00 0.IX1 000 I100 14%IXl IL00 BOBCATPL ANTELOPE RD END 11400 41.(M) 59.00 0.00 0_W 0,00 0.00 100 0.00 0,00 236,00 000 CO) OFF PC .ARTIC FOX DR END 190,00 136.W 58,00 0.00 0 R) 000 000 000 000 0 00 231 00 0.00 CARIBOU DR E HORSETOOTH RD 312 00 0.00 1L00 000 33 00 0.00 0.00 0,00 0l0 000 11,00 000 DAII PL ARTI( FOX DR I7ND 18600 1100 50.00 ()00 000 1100 1) (R) I100 0_IM1 000 20L00 000 JAGUARPL ANTELOPERD END 13200 1900 441111 000 000 0.00 0.00 0.00 0.ON 000 17600 000 KODIAKRD WAPITIRD CARIBOU DR 180110 '_9400 7400 000 1.00 0.00 0.00 0.00 1).10 000 29600 000 MULE) SI ANTELOPE RD W'API 'IIRD 0.00 17M 69,00 000 IL00 000 000 000 0W 000 17600 000 PI:MAPL ARTICFOX DR END 48.00 7600 5900 000 0.00 0.00 PAO 0.00 0.00 0.00 13200 000 RFD ROLLPC BND ANTELOPE RD 18000 93.00 4800 0.00 000 000 I100 000 IMIMI 000 19200 POP SLIVER TIP PI. ANTELOPE RD END 0,00 153.00 5100 1100 0.00 O.W 0,00 (100 0.00 U.00 104.00 000 AAPFIRD ARTICFOX DR CARIBOU DR 10800 778.00 1000 000 O.Is) 0.00 0.00 (00 0,0) UIMI 640,00 0.00 N%IIITETAIL PI. .ARTIC FOX DR END 100 2N00 4401) 100 O.W OW 00U 000 0W 1)(0 17600 000 AREA SUB TOTAL PARKER AREA 1882.00 2611 flit 90SIX1 Z00 L45.00 RW. 0Q0 0W. 0.00. 000 3424.00 Z8.t10 DELVES CT S%IYEH PC CDS Il lF) fl,00 000 000 II Ip trIMI (II) 3700 0(H) NO 000 1)(H) MAULMSST E. PROSPFf TRD PARKERST Illl(l 1100 OJA) 000 0,00 000 MR) 120,00 0.00 0.10 0.00 IL00 PARKERST S('OLLEGE AN STOI'ERST OB0 000 0.00 0A0 28.W 010 000 8100 INW 0(M) 000 000 PERSON CT PARKERST N_ END 000 0.00 O W 000 000 000 000 2900 000 000 000 00f) PETERSON'PI E_PROSPE(T RD PARKERST 000 00(1 1)(9) 1100 O.UU 0,00 0,00 0,00 1900. 000 0R) 00U SMI1l1PC 6PROSPECT RD PARKERST 4000 000 1)00 0.W 000 000 01MI 9300 5400 IL00 IIW 000 \5'I FURL ST EPROSPE('T RD PARKERST 1)10 000 000 000 20.00 O.W 0.00 0.00 11.00 0.00 0.00 0.00 AREA SUB TOTAL 40.00 tLw 0.00 0,00 48.00 0..w - - 0.00 360.00 9LOO 0.00 0.00 ROIL P," 1 il6 SECTION 00640 CERTIFICATE OF FINAL ACCEPTANCE TO: Gentlemen: 20 You are hereby notified that on the day of , 20, the City of Fort Collins, Colorado, has accepted the Work completed by for the City of Fort Collins project, 6046 Concrete Maintenance Project. 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: -7/96 Section 00640 Page 1 SECTION 00650 LIEN WAIVER RELEASE (CONTRACTOR) TO: City of Fort Collins, Colorado (OWNER) FROM: PROJECT: 6046 Concrete Maintenance Project (CONTRACTOR) 1. The CONTRACTOR acknowledges having received payment, except retainage from the OWNER for all work, labor, skill and material furnished, delivered and performed by the CONTRACTOR for the OWNER or for anyone in the construction, design, improvement, alteration, addition or repair of the above described project. 2. In consideration of such payment and other good and valuable consideration, the receipt and adequacy of which are hereby acknowledged, the CONTRACTOR voluntarily waives all rights, claims and liens, including but not limited to, mechanic's liens, Miller Act claims (40 U.S.C.A. 270 a and b), stop notices, equitable liens and labor and material bond rights which the CONTRACTOR may now or may afterward have, claim or assert for all and any work, labor, skill or materials furnished, delivered or performed for the construction, design, improvement, alteration, addition or repair of the above described project, against the OWNER or its officers, agents, employees or assigns, against any fund of or in the possession or control of the OWNER, against the project or against all land and the buildings on and appurtenances to the land improved by the project. 3. The CONTRACTOR affirms that all work, labor and materials, furnished, delivered or performed to or for the construction, design, improvement, alteration, addition or repair of the project were furnished, delivered or performed by the CONTRACTOR or its agents, employees, and servants, or by and through the CONTRACTOR by various Subcontractors or materialmen or their agents, employees and servants and further affirms the same have been paid in full and have released in full any and all existing or possible future mechanic's liens or rights or claims against the project or any funds in the OWNER'S possession or control concerning the project or against the OWNER or its officers, agents, employees or assigns arising out of the project. 4. The CONTRACTOR agrees to defend and hold harmless the OWNER, the lender, if any, and the Surety on the project against and from any claim hereinafter made by the CONTRACTOR'S Subcontractors, materialmen, employees, servants, agents or assigns against the project or against the 7/96 Section 00650 Page 1 OWNER or its officers, employees, agents or assigns arising out of the project for all loss, damage and costs, including reasonable attorneys fees, incurred as a result of such claims. 5. The parties acknowledge that the description of the project set forth above constitutes and adequate description of the property and improvements to which this Lien Waiver Release pertains. It is further acknowledged that this Lien Waiver Release is for the benefit of and may be relied upon by the OWNER, the lender, if any, and Surety on any labor and material bonds for the project. Signed this day of , 20 CONTRACTOR Title: ATTEST: Secretary STATE OF COLORADO ) )ss. COUNTY OF LARIMER Subscribed and sworn to before me this day of 20 , by Witness my hand and official seal. My Commission Expires: Notary Public 7/96 Section 00650 Page 2 SECTION 00660 CONSENT OF SURETY TO: City of Fort Collins, Colorado (hereinafter referred to as the "OWNER") CONTRACTOR: PROJECT: 6046 Concrete Maintenance Project CONTRACT DATE: In accordance with the provisions of the Contract between the OWNER and the CONTRACTOR as indicated above, for (Surety) on bond of hereby approves of the Final Payment to the CONTRACTOR, and agrees that Final Payment to the CONTRACTOR shall not relieve the Surety Company of any of its obligations to the OWNER, as set forth in the said Surety Company's Bond. IN WITNESS WHEREOF, the Surety Company has hereunto set its hand this day of , (Surety Company) ATTACH: Power of Attorney and Certificate of Authority of Attorney (s) -in- Fact. 7/96 Section 00660 Page 1 SECTION 00670 APPLICATION FOR EXEMPTION CERTIFICATE DR 0172 (r 2r98) COLORADO DEPARTMENT OF REVENUE DEN)232;24,s 80261 e, tez3_CONTRACTOR APPLICATION t4 FOR EXEMPTION CERTIFICATE Pursuant to Statute Section 39 26.114(1)(a)(XIX) no NOT'ARITP ire Two coerr The exemption certificate for which you are applying crust 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 matenalswhich are purchased, rented, or consumed by the contractor and which do not become part of the structure, highway, road, street, or other public works awned and used by the exempt organization. Any unauthorized Lis e of the exemption certificate A i I I result in revocation of your exemption certificate and other penalties provided by law, A separate certificate is required for ear h co ntract. SUbcontractors Nill not be Issued Certificates of Exemption by the Department of Pevpnue It is the responsibility of the prime contractor to issue certificates to each of the subcontractors (See reverse store). FAILURE TO ACCURATELY COMPLETE ALL BOXES WILL CAUSE THE APPLICATION TO BE DENIED. Fi9gistratiofe(courn No, to be assigned by DOR Periotl 0170-750 (999) $�.�Q CONTRACTOR INFORMATION . Trade name/DBA an" partner <r -rpmate raree Mailing address (City, State, Zip) Contact Person E Mail address Federal Employer's ldenOBga Bgn Number Bid amowrt for your conrrj co m: um sr ( ) Business telephone romper ( ) rnining lez azount nurn O' EXEMPTION INFORMATION Copies of contract or agreement pages (1) identifying the contracting parties d (2) containing signatures of contracting parties mustbe attached. blame of pxempt organization (as shown on contract) EYemp lorgarnzafion s number 98 - Address of exempt organization (City, Sale, Zip) Priro Ipal nlacl at exempt organ¢a6on. Principal coma t 5 telephone number. Physical location of project site (give actual address when applicable and Citi. s ai d/or=:runhy (as) WhIF1 pr yect. it. Incated) 5cPtlWetl .oidr sr Yavr Estimaiea wont .ear consim ohnn ,tan date. mmplenon Data 1 declare under penalty of perjury in the second degree that the statements made m this application are true and complete to the best of my knowledge Sigriature of nwner, partner or �orporate officer Ttle of corpor to officer Dale uV NOT VYKIIt CELOVY I LINE Section 00670 Page 1 Special Notice Contractors who have completed this application in the past, please note the following changes in procedure The Department will no longer issue individual Certificates of exem ption to subcontractors. Only prime contrac- tors will receive a Contractor's Exemption Certificate on exempt projects. Upon receipt of the Certificate, the prime contractor should make a copy for each subcontractor involved in the project and complete it by filling in the subcontractor's name and address and signing it. The original Certificate should always be retained by the prime contractor. Copies of all Certificates that the prime contractor issued to subcontractors should be kept at the prime contractor's place of business for a minimum of three years and be available for inspection in the event of an audit. Once an 89# has been assigned to you, please use the next five numbers following it for any applications submitted for future projects. This should be your permanent number. For instance, if you were assigned 89- 12345-0001, every application submitted thereafter should contain 89-12345 on the application. The succeed- ing numbers will be issued by the Department of Revenue. DO NOT enter what you believe to be the next in sequence as this may delay processing of your application. Section 00670 Page 2 SECTION 00700 GENERAL CONDITIONS GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT These GENERAL CONDITIONS have been developed by using the STANDARD GFNFR.4L CONDiTiONS OF THE CONSTRUCTION CONTRACT prepared by the Engineers Joint Contract Documents Committee, F.JCDC No- 191 U-8 (1990 Edition), as a base. Changes to that doemnent are shown by underlining text that has been added and striking through test that has been deleted_ EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) WITH CITY OF TORT COLLINS MODIFICATIONS (REV 9/99) TABLE OF CONTENTS OF GENERAL CONDTTIONS Article or Paragraph Page Article or Paragraph Page Number 3 Title Number Number & Title Number I DEFINFI'IONS -...._.. .....__... _............._.1 �_ PRELIN1NARlMATTERS .......... _......_..3 I Addenda„ _ .... 1 2A Delivery of Bonds .. .,., _ _ _ - L2 :Agreement .......................... 1 2.2 Copies of Documents ..........._...3 1 3 Application for Payment. - Commencement of Contract 1A Asbestos,_ . .... ...., 1 Times, Notice to Proceed 3 1.5 Bid ........ _ 1 2.4 Starting the Work ...._ __ 1.6 Bidding Documents,,.,,_ ................... . 2.5-2.7 Before Starting Construction; 1.7 Bidding Requirements 1 CONTRACPOR's Responsibility l.s Bonds 1 to Report,. PreliminarySchedtles, 1.9 Change Order 1 Delivery of Certificates of 1.10 Contract Documents_ ........ ..... _1 Insurance 3-4 1.11 Contract Price ................... ._..........J 2F Pteconstruction Conference 4 1.12 Contract Times, _...... ........_. ,._ 1 2.9 Initially Acceptable Schedules_ ___ 4 1.13 CONTRACTOR .................................. 1 1.14 41,c&ctive 1 3 CONJIACTDOCUMEN'IS. INTENT, LlI Drawings_ _ 1 A1IEND1NG,RECSI? 116 Effective Date of the Agreement...... ...1 3 1-3.2 Intent, .... 4 1.17 ENGINEER . ....., .... 1 3.3 Reference to Standards and Speci- 1.15 ENGINEERS Consultant J licationsofTechnical Societies, 1.19 Field Order _,... 7 Reporting and Resolving Dis- L20 General Requirements _._ ? crepancies 4-5 121 Hazardous Waste 2 3.4 Intent of Certain Terms or 122_a Laws and Regulations, Laws or Adjectives. ..... _ Regulations __ __..._.....__.. 2 3.S ..._...........5 Amending ContractDocunents 5 122b Legal Holidays _ 2 36 Supplementing Contract _.. I Lens Doeuwnents 5 1.24 Milestone _. _ ....._ __... _.. .2 3.7 RCUSe of Documents .......................... 5 1.25 Notice of Award 1.26 Notice to Proceed_._ _ 4. A% AILAB1Ll"fY OF LANDS, 127 OWN-HR ..,.2 SUBSURFACE AND PHYSICAL CONDITIONS, 128 Partial Utilization 2 REFERENCE POINTS ......................................... 5 129 PCBs _ _ _ __.... ____....... .2 4A AvailabilitvofLands 5-6 1.30 Petroleum 2 42 Subsurface and Physical 1 31 Project.. - .. 2 Conditions 6 1 32_a Radioactive Nliterial, _ __.^ 4.2 1 Reports and Drawings,__ 1.32 b Regular Working Hours _ 422 Lint ned Reliance by CONTRAC- 1.33 Resident Project Representative 2 TOR authorized: Technical 34 Samples. _ ' Data ............................................. 6 1.35 Shop Ihawmgs 2 42.3 Sntice of Differing Subsurface 1.36 Specifications 2 or Physical Conditions 6 1.37 Subcontractor , 2 4 14 ENGINEER's Review 6 1.33 Substantial Completion. 1 42. i ....................... Possible Contract Documents 1.39 Supplemcntary Conditions 2 Change_..._ ti 1.40 Supplier,_.. 42.6 Possible Price and Times 1.41 Underground Facilities 2_-, Adjustments 6-7 1.42 lInit Price Work- 11 . _. _.__ 1 43 Physical Condtions--Unclerground 1.43 Work _ _ _ _ _ 3 l'acililies 7 1 44 Work Change Directive __.., 3 43.1 Shown or Indicated 7 1 45 Written Amendment -- 4.3_? ----.. Not Shown orlndwaled 7 44 Reference Points 7 FJCD(' GENTRAl. CONDITIONS 1910-S 11990 EDITION) wl CI ]Y t I I J IL"r COLLI NS MODI FICA )IONS IRE V 9/99] Article or Paragraph Page Article of Paragraph Page Number & Title Number Number & Title Number 45 Asbestos, PCBs, Petroleum, 62S 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 6 26 Shop Drawing h Sample Submit- 1-S2 Perform since, Paymentand Other talsReview byENGINEER 16-17 Bonds,,,,,,,. „_,,,_.. ... 8 6.27 Responsibility for Variations S3 Licensed Sureties and Insurers, Front Contract Documents ,. ,. 17 Certificates of Insurance .................... . 8 6.28 Related Work Performed Prior S.4 CONTRACTOR's Liability to ENGINEER's Review and Insurance._.._ _........__...............9 :Approval of Required 5.5 OWNER'sLiability Insurance, __ _9 Submittals,..., _ ._ .17 5.6 Property Insurance _ _ .. 9-10 629 Continuing the Work._, . __ ...17 S 7 Boiler and Machinery or Addi- 6.30 CONTRACTOR's General tional Property Insurance _.... .10 Warranty andGuarantez,,,,,.,,,.,._l7 5-8 Notice of Cancellation Provision 10 6.31-6.33 Indemnification 17-18 5.9 CONTRACTOR's Responsibility 6.34 Survival of Obligations _ is for Deductible Amounts 10 5.10 Other Special Insurance, . ,., . ,.. ..JO 7 OTHER WORK 5.11 Waiver of Rights„ 11 7.1-7.3 Related Work at Site 18 S.12-5.1.3 Receipt andApplicationof 7.4 Coordination,_, ___,,,_, __,,..,,I Insurance Proceeds ...................... 10-11 5,14 Acceptance of Bonds and Insa- 8. OWNER'S RESPONSIBILITIES - 18 anee, Option to Replace. ,,.,,...,.-_11 8-1 Communications to CON- 5 is Partial Utilization --Property 'TRACTOR_ 18 Insurance _. _. 11 R ^_ Replacement of ENGINEER 18 83 Furnish Data andPay Promptly 6, CONTRACTOR'S RESPONSIBILITIES I I When Due 18 6-1-62 Supervision and Superintendence,,.,.,. 11 8.4 Lands and Easements, Reports 6-3-65 Labor. Materials and Equipment,_,11-12 and Tests _J8-19 6.6 Progress Schedule.,.,__, ,,,,,_,,,1_ 85 Insurance 6.7 Substitutes and "Or -Equal" Items, 8.6 Change Ordrs. CONTRACTOR's Expense, 8.7 Inspections, Tests and Substitute Construction Approvals .......19 Methods or Procedures, 8.8 Stop or Suspend Work, IINGINEER'sEvaluation 12-13 1ermineteCONTRACTOR's 6.8-6-11 Concerning Subcontractors, Services 19 Suppliers and Others; 8.9 Limitations on OW'NER'S Waiver of Rights_-_ 13-14 Responsibilities 1() 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 RadicactivoNlaterial 19 6.1S Taxes 14-IS 811 Evidence ofFinancel 6.16 Use ofPremises 15 Arrangements .__ _ 19 6.17 Site Cleanliness ................................. Is 6.IS Safe Structural Loading IS 9- EN11NEER'S STATUS DURING 6.19 Record Documents 15 CONSTRUCTION .............................................. 19 620 Safety and Protection IS-L6 9-1 (WN-ER'sRepresentative -. 19 6.21 Safety Represcntati%e__- 16 22 Visits to Site 19 6.22 Hazard Communication Progrmns-�- 16 9.3 Project Representative � _ 19-21 6.23 Emergencies 16 9.4 Claiiticationsand Interpre- 6.24 Shop Drawings and Samples 10 rations 21 9S Authorized Variations in W)ik 21 F7CD(' GF,NFRAL CONDITIONS 1910-8 (1990 F,DITLON) 11'(1'1) uFIuR'1'COLLINS 1dODIFICA'IJONS(]Ui% 9199) SECTION 0251111 QI:AFTFUi ESIUMATE STREET FROM TO 608.16 60SA7 60&18 608.i9 608.22 609.23 608.24 Truncated pore¢ [Z' Y 2) 4" Fl &R R &R :. 6" Fl&R R&R Replace Flatwork 1" Depth pep<h Concrete Pavement 8" R&R Alley Approach ITPanel' R&R Expamiu» & CeuRci»g SF SF- BE SF ' SF SIR E.F EASTDALEDR ISTOVER ST STOVER ST 16W 0OF 148.W 0,00 ON I 16KO0 1 16,00 AREA SUB TOTAL EoOQ BOB I4S.00 000 _.. 0.00 16800 ::: 16.W BOARDWALK DR S. COLLEGE AV LAVDIVGSDR 1100 36,00 154.W 000 UW ONE 1000 LAVDIVGSDR BOARDWALK DR DORSETOOTII RD 12.00 442.00 1145011 0p0 O.W 0.00 10.00 STARBOARD CT LAVDIVGSDR ICON 000 OAO ITO 000 PAO 0.00 0.W AREA SUB TOTAL -- - 24.W 478.W 1299,00 OW=-.- 0.00 BOB : 20W MULBERYST SCOLLEGEAV RIVERSIDE AN 23801) 0N) 751500 2471,A) 948.00 1473.00 80.M AREA SUB TOTAL .1 238.W O.W. 7515.00 2472.00 948.00 '' 147100" 80.00 I IARMON'RD. CI IOKECHERRY TRL TAFT HILL RD. 30.(H) 000 35ZW 32.W O.W U.OU 34.50 AREASUBTOTAL iB,W 0_fld 137:fl6 72 W'" OW' OO 34.50 REMINGTON ST E.OLIVEST LOCUSTST IN)00 0,00 5386.00 0.00 0,00 32.00 SIM AREA SUB TOTAL 200:00 0.00 538600 O D "0 3LW 51.00 EASTWOOD Dk DRAKE RD KIRK%DOD DR 38.W 000 1N2191 0,00 0.00 ON 131.50 EAJ"CWOOD C'I EASTWOOU DR CDS ONO 0,00 0,00 0_W 0.00 OAO 010 KIRK WOOD DR CREEKWOOD DR EASTWOODDR PAO 000 0.00 0.00 0OF OW 0W CREEKWOOD DR TRAILWOOD DR E_STDARTDR 14.00 000 140W 000 0.00 0.00 41,00 CREEKW'OOD DR CDS CREEKWOOD DR END 000 N,00 PAO 0W ON) 0OF 000 AREA SUB TOTAL 62,00 0.00 327,00 000 000.. 0,00 172-50:. ANTE[ OPBRD END CARIBOUDR MOO 1100 18.00 0.00 000 FOR 7000 ARCTIC FOX DR E. IIORSETOOTH RD CARIBOU DR 38ID (T00 33 00 000 0W ON) 4100 BIGHORN RD S. TIMBERLINE RD ARCTIC FOX DR IFW 000 17fi00 0.00 ON) ONO 2600 BOBCATPL AN IELOPE RD END Ifi 100 0.00 1)IHI OBN 0N) 000 17 NB COYOIhPL .ARTIC FOX DR END 1600 ONO 000 0.00 0.00 OAO 3000 CARIBODDR EHORSEFOOTII RD 1100 ONO 000 OW 0.00 0.00 0.00 DAI.LPL ARTICFOX DR END 1600 Q00 0.00 000 0W ON) 1800 JAGUAR PL ANTBIOPE RD END I6.00 000 000 000 0.00 1100 33,00 KODI.AK RD WAPITI RD CARIBOU DR 16D0 1100 0.00 000 000 000 2800 MULFY ST AN I EIOPT RD WAPI I I RD 16.1q 000 O.W 000 000 1)00 38.00 PEi%IAIT ARTIC FOX DR END 16(J0 1) 00 0W 0.00 0.00 0.00 17.00 RED WOLE PI. END ANTELOPE RD Ifi NO 0,00 O.W fI NO 0.011 0,010 31_.00 SL IN ER TIP PI. ANTELOPE RD END 1600 0SO 0,00 000 0.00 000 3600 P'.ARM RD ARTI(' FOX DR CARIBOU DR 48.01) 000 000 000 000 N,NI 8400 R'HITETAT PL AR'IRFOX DR END 16.NO 000 (100 1)W D.W 000 2800 AREA SUB TOTAL 278,00 0.00 117.00. ODO BOO ON) 52800 DEINESCT SMITIIPI. CDS 000 00O 0,00 0.00 POP O.W 0W MATIIEtCS ST E. PROSPECT RD PARKERSI 0.00 O00 100 0W 000 000 450 P,ARKERSI SCOF LEGE A6' STOVFRST 11,NN O00 14500 0W "IO1) 74,00 O.W PERSON CT PARKER ST N. END 000 POO 0.00 O. W OW ON) 0W PETERSON'PL E. PROSPFC'T RD PARKER ST 0U0 1)00 000 0N) 0NN 100 00N SMITH PL E. PROSPECT RD PARKER ST 000 000 000 1) W OP) ONO 0W U'I IEDBFI: ST F. PROSPECT RD PARKER S'F 000 O.OU ODO O.IHI 0.00 UOU 0.1H1 AREA SUB TOTAL U.W 1 OW 145.00 B,90 222.W 74BO 4.50 Article or Paragraph Page Article or Paragraph Number ,x Title Number Number & Title 9.6 RejectiFigDefectiveWork-........ ........?1 9.7-9.9 Shop Drawings, Change Orders and Payments _ _ _._._.....21 9.10 Determinations forUnit Priceg?7-22 9.11-9-12 Decisions on Disputes, ENGI- NEER as Initial Interpreter. 22 9 13 Limitations on ENGINEER's Authority and Responsibilities. _„ 22-23 CHANGES IN THE WORK.._____ 10.1 OWNER's OF dered Change . -, . . 23 I(2 Claim for Adjustment 10.3 Work Not Required by Contract Documents �3 104 Change Order@ _.. 23 105 Notification of Surety „-„ ,.. 23 CHANGE OF CONTRACT PRICE 23 11-1-11-3 Contract Price; Claim for Adjustment; Value of the W'ork........... 23-24 11 4 Cost of the Work 24-25 11.5 Exclusions to Cost of the Work 25 11.6 CONTRACTOR's Fee- 11-7 Cost Rccords__.___..._.._....._.__.25-26 11.8 Cash Allowances._..... .......__,.26 119 Unit Price Work ................................. 26 CHANGE OF COXTRAC'F'IIMES 26 12.1 Claim for Adjustm ent 12.2 Time of the Essence 26 12 3 Delays Beyond CONTRACTOR's Control.... _ _. _......... _ _ _........... _26-27 12 4 Delays Beyond OWNER's and CONTRACTOR's Control ................. 27 IJI'S'IS AND INSPIiC'TIONS' CORRECTION RLN-10V AL OR ACCEP"LANCE OF DEPECTI➢E WORK 13'1 Notice of Defects I, Access to the Work 13 3 Tests and Inspections. CONTRACTOR's Cooperation -... 134 OWNER'sResponsibilities_ Independent'I esting Laboratory 13.5 (-ON1'RACTOR's Responsibilities.,,.,_„___,,,,,, 135-13-7 Covering Work Prior to Inspec- tion, Tesling or Approval -7 27 27 '_7 7 . 27 27 Page Number 13.8-13.9 Uncovering Work at ENGI- NEER'sRequest........_ _...27-28 13.10 OWNER May Stop the Work 28 1111 Correction or Removal of Defective Work ___.....__. _......... 28 13.12 Correction Period,. _ _ 28 13 13 Acceptance of e.fectfve Work...-__ 28 13.14 OWNER May Correct Defective Work......... _ ..... _.... 28-29 14 PAYMENTS'FO('ONTRACTORAND CONIPLF,TION 29 14.1 Schedule of Values.... _ ,... .._29 14.2 Application for Progress Payment.... _....... ..-. . ............... 29 143 CONTRACTOR'S Warranty of Title 29 14.4-143 Review of Applications for Progress Payments...„ . . . ...........29-30 14.8-149 Substantial Completion ,.. ... 31) 14.10 Partial Utilization 30-31 14.11 Final Inspection 1 31 14.12- Final Application for Payment 31 14.13-14.14 Final Payment and Acceptance _ 31 14.15 Waiver of Claims 31-32 15 SUSPENSION OF WORK AND TERN,TINATION 32 15-1 OWNER May Suspend Work3? 1.5.2-15 4 OWNER May Terminate . 32 1 S.5 CONTRACTOR May Stop Work or Terminate .................. 32-33 16. DISPUTE RESOLUTION 33 ................................. . 17 MISCELLANHUIS 33 17.1 Giving Notice 17.2 Computationol'limes,,,..____......33 17. 3 -Notice of Claim,.,.,- - 33 17.4 Cumulmive Remedies 33 17.5 Protessional Fees and Court Costs Included ............. .. _.......... 33 17.6 Applicable State Laws,. Intentionally left hlank 35 EXHIBIT GC -A (Optional) Dispute Resolution Agreement „ GC -AI 16.1-166 Arbitration_ GC -AI 16.7 Nledtntion__- _-GC-AI IV FICDC (,FNERAL CONDITIONS 1910-5 (1990 RDiTION 11 CITY OF FORT CO11.INS I IC'A'110N8 (RF:V 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 N u in her Acceptance of -- Bonds and Insuranc@,__,,,,.,,,,,,_ ................ __,....514 defective Work , .,,._ _ ..,.. _ 10.4.1, 13.5, 13,13 final payment. _..._ _ ,. 9.12, 14.15 insurance-- 5.14 other Work, by CONTRACTOR _ _ 7.3 Substitutes and "Or -Equal" Items ��_ .¢ 7.1 Work by OWNER _ _ 2 5, 6.30, 6.34 Access to the -- Lands, OWNER and CONTRACTOR responsibilities._...........................................4.1 site, related Work___..._ _ _ _ .72 Work, ...__.__..... _._......132, 13,14, 149 ,Acts or Omissions--, Acts and Omissions-- CONPRACTOR ,..,. .___. ..._ _6.9.1, 913.3 ENGINEER._ _ ¢ 20, 9A3 3 OWNER. . .... ..... _ _ 6.20, 89 Addenda --definition of (also see definition of Specifications) (1.6, 1,10, 6,191), L I Additional Property Insurances _,_,_ _____....,_ 5.7 Adjusts ents-- Conlract Price or Contract Times .__ _ 1.5, 3 5, 4.1, 432, 4.51 - . 4 5 3, 9.4, 95, 10.2-10 4, _. ,11,12,14.8,15.1 progress schedule... ...... _._.......6.6 Agreement -- definition of 2 "All -Risk" Insurance, policy foun,. _ __ _.5.62 Allowances. Cash 11.8 mending Contract Documents Amendment, Written -- in general.., ..... _ I.IU. 1.45, 3.5, 5.Io. S.12, 66_2 682619, 10.1, I04, 11 2 __._.....__ . .._ _.... ^_1. 13,12_2, 147.2 Appeal, OWNER or CONTRAC"TOR intent to _ ___ ._9.10, 211. 10.4. 16.2, 16.5 Application for Payment -- definition of 1.3 ENGINEER's Responsibiht) __. 9.9 final payment, 9 13 4. 9.13 �, 14.12-14 15 in general...,. ._ . _.8, 2.9. -5 6.4, 9.10, 1,. progress payment ____ __. __.14.1-14.7 review of .................................................. .14.4-14.7 . Arbitration 16.1-16 6 Asbestos -- claims pursuant thereto _. 4.� 2, 4.5.3 CONTRACTORuuthurizedtostop Work 45__ definition of ___ 1 4 Article or Paragraph Number OWNER responsibility for_,.., . _, _45,1, 8.10 possible price and times change.e __, _.. 4.5.2 Authorized Variations in Work- _. 3.6, 625, 6.27, 9.S Availability of Lands.,_ 4 1, 8.4 Award, Notice of --defined „_.125 Before Starting Construction ___.,... 2.5-2.8 Bid --definition of, . ,._ 1 5 (1 1, 1,10, 2.3, 3.3, ___._..... ,.._,4.2.6.4, 6,13, 11.4.3, 11.9.1) Ridding Documents --definition of __......... __._.__..t.6(68.2) Bidding Requirements --definition of 1.7 0.1, 4.2 6.2) Bonds-- acceptance of, _._. .. .. ... _.... __..,5,14 additional bonds ,..., .,._,.10.5, 11 4.5.9 Cost of the Work.. _ I L S A definition of 1.8 doIivery(if ... . ._ __ _. .. .. _..__,_ _2.1, 5.1 final Application for Payment,,.. _ 14.12-14.14 general _ 1.10, 5.1-5.3, 5.13, __.._.... 913, 105, 14.7.6 Performance, Payment and Other 5.1-52 Bonds and Insurance --in general.. _ 5 Builder's risk "all-risk" policy form, _ 5.6 2 Cancellation Provisions, Insurance S4.11, 5.8, 5.I s Cash Allowances 11.8 Certificate of Substantial Completion 1.35 6.311.Z..i, __...... ........_. __..,,14.8, 14.10 C'ertiiicatesofInspection 9.13.4,13.S.14,12 Certificates of Insurance.... _ ., 2.7, 53, 5.4. t 1, 5.4.13, 6 S, 5 8, 5.14, 9.13.4, 14.1 Change in Contract Price -- Cash Allowances..__ ..............._...__.........___.. I l.R claim for price adjustment,._ . 4.1, 4.2.6, 4.5, 5.1�, 6.8.2, 9A 9.11, 10.2, 1U I ? 139, 3_13, 13_ 14, 147, 15 1 I55 CONTRACTOR's fee 11,6 Cost of the Work general .. _ _ 11 4-11 7 Exclusionsto.- ....._. ......_.... ......11.5 Cost Records ...................................................... 11 7 in general 1.19, 1.44, 9.11, 10 42, 10.4.3, 11 Lump Sinn Pricing. .__.. _._ _.11" Notification of Surety _ I(I Scope of, _. _. In 3-1)A Testing and Inspection, I Tncovering the Work_. _.___._...__.__..._..139 FICDC GENFRAL CONDITIONS 1910-8 (1990 FPM1 111) Hi CJ-rS 01 PORT COLLINS M-AN HCA I10NS (RFV 9,99) Unit Price Work I L9 -article or Paragraph Nuts her Value of Work 11.3 Change in Contract Times -- Claim for times adjustment,-„--_ 4.1. 4.2.6, 4.5, 5.15, _.__..... 6 &2, 9 4, 9S, 9. 11, 111.2 10.1, 12.1.. ...-.._,__„13.9, 13.13, 13.14, 14.7, IS 1, 15.5 Contractual time limits 12.2 Delays beyond CONTRACTOR's control. _.._... _...... _.........__12.3 Delays beyond OWNER's and CONTRACTOR's control ,..„ _ _ ... 1.14 Notification of surety„- ____ „-10.5 Scope of change .......... 10.1-10 4 Change Orders - Acceptance cfDejectiveWork...___ ........1313 Amending Contract Documents, _ _ _ . _ .... „ 3.5 Cash Allowances, __ ...... L8 Change of Contract PricV'.,.._......_..._...._...__..__11 Change of Contract Times., . .............___12 Changes in the Work„ 1t1 CONTRACTOR's fee. __- 11,6 Cost of the Work _ _ _ _ _ _ _ 11.4-11 7 Cost Records _.._._ ._.. _-._.._.11.7 _ definition of _- 1 9 emergencies...._......... -- _6.23 ENGINE.ER's responsibility 9.8, 10.4, 11 2, 12.1 execution of _......._ ___..... -_.__...,J6.4 hidenintfictioq,,,__.____,___,0 12, 6. It), 0 31-6 33 Insurance, Bonds and 5.10, 5.11, 1U.5 OWNER may terminate ._-.._ , 15.2-15.4 OWNER'sResponsibility _._.._._ __.�.6, to_4 Physical Conditions -- Subsurface and,, _.._..... 4.2 Underground Facilities--.,,,,-_ . ............ _9.3.2 Record Doomn ents 6. 19 Scope of Change..__.__ ... .......103-1(1.4 Substitutes ..,._(,.7.3,6.8.2 Unit Price Work .,_. 11.9 value of Work. covered by � 11.3 Changes in the �k ork... ........_..__.11J Notification Of surely.,_,,,__._ )%�NER's and CON'IRACTOR's responsibilities 10 4 Right to an adjustment, ](I Scope Scope of change Claims-- against CONTRACTOR 6 16 against ENGINEER _ 632 against OWNER .__ _ _ _ _632_ Change of Contract Price 9.4, 11.^_ Change of Cmtraet'Times „ 9.4, 1'_.I CON IR-ACJOR's_.,._. 4, 7.1, 9 4 9 s_ 9.11, 1U.2, _1L? IL'>, 12.1, 1`19- 14_B_ vi 1 5, 17_; CONTRACTOR's Fee 11.6 Article or Paragraph Number CONTRACTOR's liability . 5 4, 6,1_, 6.16, 6,31 Cost of the Work _ _ .11.4, I LS Decisions on Disputes ._.9.11, 9,12 Dispute Resolution Dispute Resolution Agreement ,,...,, 1&1-16.6 ENGINEER as initial interpretor 9.11 Lump Sum Pricing ... ................ 11.3? Notice of _ . .. 17.3 OWNER'S ....., 9A, 9.5, 9.1 I, 10,1 11.2, IL 9 .... . 12.1, 139, 13 13, 13,14, 173 OWNER'sliability „__,, . .... ____...S .S OWNER may refuse to make payment_ -,. _14.7 Professional Fees and Court Costs Tncluded__.. _....._.. .._..... ITS 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. .__,,,,. 11.9.3 Value of ..1,1.3 _ Waiver of --on Final Payment - 14.14, 14.15 Work Change Directive _... 10._ written notice required. _., 9.11, 11.2, 12.1 Clarifications and Interpretations .,, 3.6.3, 9.4, 9,11 Clean Site 6 17 Codes of Technical Society, Organization or Association,,.,.,.._3_3.3 Cow mencement of Contra or Times 2.3 Com in un icat i ons-- general .-_..__......__.. ..._.._ 61 69', 8.1 Hazard Communication Prourams 6.22 Completion - Final Application for Payment 14.12 F in a l Inspection 14.11 Final Paymentand Acceptance - 14.13-14.14 Partial I tilization 14.10 Substantial Completion .., 1 38, 14.8-149 Waiver of Claims _.._. _.._..._ .__ 14.15 Com utationofTimes_ 17.2.1-1722 Concerning Subcontractors, Suppliers and Others ............................ 6.8-6. It Conferences -- initially acceptable schedules 2.9 preconstructioq S Conflict, Error, Ambiguity, Discrepancy -- CONTRACTOR to Report - _ '_S, 3.3 Construction, before starting by C0\TR:aCT0R 2 5? 7 Construction Machinery, Equipment, etc.,,. 6.4 Continuing. the Work _.._.... _.._.. _0.29.10.4 Contract Documents -- Amending ......... ..__. __.,35 Bonds EICDC GENERAL. COM)FTION9 1910-8(1990 EDITION) w! (I [ Y UP FOR I COLLINS MODIFICA I ONS iREV 9:99) Cash Allowances _....... ........I 1.8 Stop Work requirements._.... CONTRACTOR'S Article or Paragraph Num ber Change of Contract Price .., Change of Contract Times ...,_, Changes in the Work.,_ . 1 check and verify, Clarifications and Interpretations ,,,.... 3.? 3.6, definition of ENGINEER as initial interpreter of ENGINEER ns OwT FR's representative. , genera13 Insurance__,.. Intent minor variations in the Wort . OWNFR's responsibility to furnish data OWNER's responsibility to make prompt payment.... . _. .33, 14, precedence. _.. . _... _. .... __ ..... _.....3. Record Docum ents Reference to Standards and Specifications of Technical Societies Related Work Reporting and Resolving Discrepancies Reuse of...._.. ....... _._. __. Supplementing ............. _......._._.. Term ination of ENGINEER's Entplornent Lnit Price Work,,,,,,,,_,_ variations _.. ...__._. 3.6, 6. Visits to Site, ENUINEF,R's Contract Price— adjustntent of, _.......35, 4-1, 9.4, 103, I Change of Decision on Disputes..,,,-, . definition of _ Contract Times-- adjustment of 3S, 4.1, 9A, Chamee of _... 12Commencement of definition of (CONTRACTOR -- Acceptance of Insurance Communications Continue Work.__.._. __.......__.........6 coordination and scheduling definition of Limited Reliance on Technical Data Authorized May Stop Wort. or Terminate provide site access to others .. , 7 Safety and Protection 4.11 2, 6,1 I l 12 0 4-10.5 15 53 3.1-3.4 36 8.3 4, 14,13 1, 33-3 6 19 3.3 72 2 _5, 3.3 37 16 R2 11.9 23, 6.27 9,2 10-3, 12 1-12.4 2.3 112 S l4 69. 29.1o4 692 L13 I5.5 ? 132 6. 6.18. - -- _. _.621 623. 7.2, 13-2 Shop Drawing and Sample Review Prior to Submittal M __.. _.....4.5.2 Article or Paragraph Number Compensation__._. -.__..-___....JLI-IL2 Continuing Obligation. _... _... ... _.. _. _._...... 14.15 De.fecfiveWork.9.6, 13.10-13.14 Duty to correctdefechve Work 13.11 Duty to Report-- Changes in the Work caused by Emergency .....__. _. _ _._ 6.23 Defects in Work of Others 7.3 Differing conditions,,,..,.., ... 4.2.3 Discrepancy in Documents 2-5, 3.3.2, 6.142 Underground facilities not indicated. Fin ergencies 6.23 Equipment and Machinery Rental, Cost of the Work....__ 11.4.5.3 Fee --Cost Plus. ,,. _ It 4.5 6, 11,5 1, 11.6 General Warranty and Guarantee.. - _ _. ., 6.3Ci Hazard Communication Proerams 622 Indemnification _ b 12, 6.16, 631-6 33 Inspection of the Work _ 7.3. 13.4 _ -Materials aterials and Equipment �.. _. „ 6.3-6.5 Laws and Regulations, Compliance b..-_ y. 6.14.1 Liability Insurance _ 5.4 Notice of Intent to Appeal .,., 9 10, 10A obligation to perform and complete the Work .. _ - _ 6.30 Patent Fees and Royalties, paid for by Performance and Other Ponds S.l Permits, obtained and paid for by _. �. ,6.13 Progress Schedule _ ,-6, 2 8, 29, 6.6, ¢ 9,10.4,1� 2_1 Request for formal decistonon disputes,._.._..__ 9.11 Responsibilities-- Changes in the Worn__,,,,_,_... Concerning Subcontractors. Suppliers and Others. _ __. ,... 6.8-6-11 Continuing the Afork„-----. _ _ _ _6 29, 10.4 CONTRACTOR's expense 6 7.1 CONTRACTOR's General b4'arranty and Guarantee - 630 CONTRACTOR's review prior to Shop Drawing or Sample subin final.__- -_ 6."'S Coordination of Work. - 6-9.2 Emergencies _ 6,23 ENGINEERS evaluation, Substitutes or "Or -Equal" Items,................... 6.73 For Acts and Omissions of Others 6,9.1-6 92, 9.13 for deductible amounts,inswance_ 59 general _.. _. ..... _. 6S 7 �_ 7 3. S9 Hazardous Communication Programs 622 Indemnification h 31 633 F.1CDC UErERAL CONDMONS 1910-811990 FDrnUN) I,,'(] 1-Y Ot I OK'I COLLINS YIOD119('AJ1UNs IRHI9i99) Labor, Materials and Equipment..,, 6.3-6.5 CONTRACTORS --other 7 Laws and Regulations., ,.. _.6.14 Contractual Liability Insurance 5 4 to Liability Insurance -_... .,...5.4 Contractual Time Limits...,,,,- __ _ 12.2 Article or Paragraph Num Ixr -Notice of variation from Contract Docent eats 6,27 Patent Pees and Royalties ........ ...................6.1_2 Permits ._....,.... ._.. ... 6.13 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 _ 6.21 Scheduling the Work _.6.9.2 Shop Drawings and Samples 6,24 Shop Drawings and Samples Review by ENGINEER .........._ ............... _..626 Site Cleanliness _ 6.17 Submittal Procedures ................................... 6.25 Substitute Construction Nlethods and Procedures 6-72 Substitutes and "Or Equal" Items _ __ - - 6.7A Superintendence _,_.. 62 Supervision _,....,. _ _ 6A Survival of Obligations....... _....... _. _.... _.6.34 Taxes... ...._..... -_.........6.15 Iestsandlnspections 13 To Report 2 5 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, ... ,11)2 right to claim_,...,., 4, 7-1, 9.4, 9.5, 9.11, 111 11, 2, 11.9, 12.1, 13 9, 14.8, 15. 1, 15.5, 17.3 Safety and Protection._ 620-6.22, 72, 13.2 Safety Representative,. 6.21 Shop Drawings and Samples Submittals _624-6.28 Special Consultants,.._ _ _ _ 11,44 Substitute Construction NIcthods and Procedures 6.7 Substitutes and "Or -Equal" Items, Expense __._..._ _.._ _..,6.7.1,6.72 Subcontractors, Suppliers and Othets 6.8-6 11 Supervision and Superintendence 6.1_ 0 2, 621 Taxes. Payment by ...... ..... �.. ......... _ 6 15 Use ofPremises __---. --__-_ 6.16-6-18 Warranties and guarantees -.. _ -_6.5, 630 Warranty of Title_ _ _ 14.3 Written Notice Required_ CONTRACPOR stop Work or terminate -__ 15.5 Reports of Differing Subsurface and Physical Conditions 4.23 Substantial Completion J4-8 Article or Paragraph Number Coordination-- CONTRACTOR's responsibility 6.9.2 Copies of Documents .... _ 22 Correction Period,... ._ 13.12 Correction, Removal or Acceptance of Defective Work-- in general ..._ _ _......... _.......104 1. 13.10-13.14 Acceptance ofDefectiie Work ..-...._......_...._._,13.13 Correction or Removal of Defective Work .__.__... ._.__._6311, 13311 Correction Period 13.12 OWNP,R May Correct Defctive Work _ _ 13.14 OWNER May Stop Work _. _... _ 13.10 Cost-- of Tests and Inspections, ........... 13.4 Recordsl 13 Cost of the Work -- Bonds and insurance, additional .................... . 11 A 5-9 Cash Discounts. _.__.. _.._11A.2 CONTRACTOR'sI,ce 116 Employee Expenses 114S I Exclusions to General 11.4-115 1-Iome office and overhead expenses_ _ _ _ ILS Losses and damages,-- 11 4S 6 Materials anti equipment_..� __.11.4.2 Minor expenses _ 11.4.5.8 Payroll costs on changes,,,.. _._.1IA 1 performed by Subcontractors _11A 3 Records 1 1-7 Rentals of construction equipment and machinery 11.4.5.3 Royalty payments, permits and license fees _ .._... .............11 4S.5 Site office and temporary facilitiey- -,._. 11-4.5.2 Special Consultants, C'ONTRACIOR's 11-4-4 Supplemental I t,4.5 Taxes related to the Work,.,. „__ 11-4.5-4 "Tests and Inspection __, 13A IladeDiscounts- 11-4.2 Utilities, fuel and sanitary facilities _..- 11.4..5.7 Work after regular hours 11.4 1 Covering Work _ 13,6-13-7 Cumulative Remedies _ _-_- 17.4-17.5 Cutting. fitting and patching, 7.2 Data to he furnished by OWTTER 83 Day --definition of,_. _. 17.2-2 Decisions on Disputes 9-1 I. 9.12 defective -definition Of 1.14 defective Work-- AcceptanceoC-.___..._..---_-... 1U.4.1, 1 3.13 EJCDC GP: TERAL CONDITIONS 1910-5 11990 EDITiOM wi (11) OF FORT-COLLINS MQ1Ar I1( ATIONS IRE V 9/99) CorrectionorRem oval of, lo4.1, 13.1I Correction Period , , _ 13,12 in general.. , 13, 14.7, 14.11 ,Article or Paragraph Num bur Observation by ENGINEER _ ........ _. 9'- OWNER May Stop Work... .. .. 13.10 Prom pt Notice ofDefeets................ ....,13.1 Rejecting. ...._._.._....... .. 9,6 ...,... Uncovering the Work..__ ..., 13.8 Definitions Delays _ 4 1, 6 1_9, 12.3-124 Delivery of Bonds... ........... _.... _........ 2.1 Delivery of certificates of insurance, ........ .,. 2.7 Determinationsfor UnitPrices ...__-.... 9_l0 Differing Subsurface or Physical Conditions -- Notice of. .............. ....._. .................... 4.2.3 ENGINEER's Review . 4.24 Possible Contract Docrmtents Change _.,42.5 Possible Price and Times Adjustments A 2-6 Ili screpancies-Reporting and Resolving,„. __. ._.,_._25,3.3.2,6,14,2 Dispute Resolution_ Agreement ....._. ..__._. 16.1-16.6 Arbitration _ _ _ 16.1-165 genera116 Mediation..... ........... _ 16.6 Dispute Resolution Agreement 16.1-16.6 Disputes, Decisions byENGTNF,ER. .9.11-9-12 Documents- -Copies of _ _, , Record 6.19 Reuse of__.. _ ...._ _._3.7 Drawings --definition of Easements 1 Effectivedate of Agreement -- definition of 14 lti E.mergencies......._. ......_._, .23 ENGINEER— as initial interpreter on disputes 9.11-9,12 definition of ......._._.. ...__.. ].17 Limitations on authority and responsibilities,. 9,13 Replacement of, ,, 82 Resident Project Representative _ 93 ET_vGINEER's Consultant -- definition of _ 1.18 ENG MER's-- authority and responsibility, limitations on,,,,---- 9.13 Authorized Variations in the Work 9.5 Change Orders, responsihthty for 9 7, 10, 11, 12 Clarifications and Interpretations_ 3.6.3, 9A Decisions on Disputes_... .9,11-9. t2 defective Work, notice of 13i 1 Evaluation of Substitute Items ............................ 6.73 . Liabilit- __._.._ -- 6.32.9-12 Notice Work is Acceptable _.. .,.14 13 Observations 6.30-2 9.2 is OWNER's Representative., .,,.. 9-1 Payments to the CONTRACTOR - Responsibility for __.,.,_.. 9.9, 14 Recommendation of Payment 14.4, 14.13 Article or Paragraph Number Responsibilities--I,imitations on 9.11-9.13 Review of Reports on Differing Subsurface and Physical Conditions .4.2.4 Shop Drawings and Samples, review responsibility I 6 26 Status During Ccnstruction authorized variations in the Work ................... . 9_5 Clarifications and Interpretations_ _ ., 9.4 Decisions on Disputes,... 9 11-9-12 Determinations on Unit Price ........................ 9.10 ENGINEER as Initial Interpreter,_ ,. „9-11-9.12 ENGINEER'sResponsibilities ..,9.1-9,12 Limitations on ENGINEER's Authority and Responsibilities , ............ 913 OW-NER's Representative ..... ..............__......9.1 Project Representative ..... ....... ...__..._ 9.3 Rejecting Dsjective Work, _..._.....9-6 Shop Drawings, Change Orders and Payments _._..__.._.._._._..___._9.7-9.9 Visits to Site 92 Unit Rice determinations 9.lo Visits to Site 9.2 Written consent required...... 7.2, 9.1 Equipment, Labor, Materials and 6 3-6.5 Equipment rental, Cost of the Work _.,.,11 45.3 EquivalentMaternits and Equipment, error or omissions,,.,.,. ._....._. __._. Evidence of Financial Arrangements____- __..�_633 Explorations of physical conditions . - 4.2-1 1,ee, CONTRACTOR's--Costs Plus ............................ 11,6 Field Order -- definition of 19 issued by ENGINEER _ 3.6-1, 9.5 Final Application for Payment _. 14-12 Final Inspection ,_. _._. 14.11 Final Pa�zncnt-- and Acceptance._ . _ _ ._ _ .14.13-14.14 Prior to, for cash allowmces._. _ 11.8 General Provisions.. __._.. ...___...,17.3-17.4 General Requiretnents- definition of 1 20 principal reterences to _ 2 b b.4, E b b 7, 6.24 Giving Notice ., . 17 1 Guarantee of Work --by CONTRACTOR -_ _ 6 ln. 1412 Hazard Communication Programs, y 622 Ilazadons Waste_ r-- detnition of _... ......_. _.... 1.11 general .._. __ __ ..... ...4.5 OWN'Ek's responsibiht� for 8-10 FA DC GENERAL COVD11 t0A'S I910-S (1990 EDIl70Ni w CIT)VF60R1COLLINS tiEAM WA 110N5(10SP 999i Indemnification-,-, . __ ..,.. ,.6.12, 6.16, 6.31-6.33 Initially Acceptable Schedules 2 9 Inspection -- Certificates of__.. ._. _.... .913.4, 13.5, 14.12 Final krticle or Paragraph Num her Special, required byENG1NEF,R _._....,.96 Tests and Approval. 8.7, 13 3-13.4 Insurance -- Acceptance of, by OWNER ... _ _..... _ _ 5 14 Additional, required by changes in the Work... ... ... ....... 11 45.9 Before starting the Work .2.7 Bonds and --in general, „ , 5 Cancellation Provisions... _... __.... _........ _........ _5.8 Certificates of 2.7, 5, 5.3, 5A 11, 5 4 13, i.6.5, 5.8, 5.14, 9.13.4, 14.12 completed operations ....... 5.4.13 CONTRACTOR's Liability 5.4 CONPRACTOR's objection to coverage ., 5,14 Contractual Liabilitv S_4.10 deductible amounts, CONPRACTOR's responsibility 5.9 Final Application for Payment -_, 14.12 Licensed Insurers _.. 5.3 Notice requirements, material chances,__.. S.S, 105 Option to Replace,.,.,., 5.14 other special insurances .,. , 5.10 OWNER as Fiduciary for insureds_.,._ 5.12-5.13 OWNFR's Liability._.. OIVNER'sResponsibility 8.5 Partial Utilization, Property Insurance 5.Is Property _ __... 56-5.10 Receipt and Application of Insurance Proceeds _....-.._........ ... .......... 512-5.13 Special Insurance __.. 5.10 Waiver of Rights ..... ...... s.I I Intent of Contract Documents ,.,..,,_. ,..,,. 31-3.4 Interpretations and Clarifications -..3.6.3, 9A Investigations of physical conditions _ 4.2 Labor. Materials and Equipment ,.._ _ _6.3-6.5 Lands -- and Easements , 8.4 Availahility of -. 4_1. 8.4 Reports and I gists g-4 Laws and Reeulations--Laws or Regulations -- Bonds .._ 5.1-5.2 Changes in the Work.,. 10.4 Contract Documents _ __..._.,_..3.1 CONTRACTOR's Responsibilities p ies, 6.I4 Correction Pcriod,defective Work „13.12 Cost of the Worfi- taxes _ _ _ _ _ -1 1.4.5.4 definition of 1-22 genera 16. 14 Indemnification x ti31-6.33 Insurance 53 Precedence_.__ ..... 3.L3.3.3 Reference to. ,. _ .__ __..... 3 3 1 Safety and Protection6 Dj, 13.2 Subcontractors, Suppliers and ( dicrs,.-_.6.8-6.11 Article or Paragraph Num ber Tests and Inspections_. 13.5 Use of Premises,..,,., Visits to Site..........__........................_...............9.2 Liability Insurance-- CONTRACTOR's _._...._ _... . _ .SA OWNER's _ _. ?-5 Licensed Sureties and Insurers- ,, ._ ,.... ,. 53 Liens -- Application for Progress Payment____,,.._„ 742 CONTRACTOR's Warranty of Title 14.3 Final Application for Payment __., 14.12 definition of __....._. .__.._1-23 Waiver of Claims ................... 14,15 Limitations on F.NGINE,ER's authority and responsibilities.. 9.13 Limited Reliance by CONTRACI OR Authorized 4.2.2 Maintenance and Operating Manuals -- Final Application for Payment _ 14.12 Manuals (of others) -- Precedence... _... .......... ........... ......3.3.3.1 Reference to in Contract Documents 3.3. 1 Materials and equipment -- furnished by CONTRACTOR .. 63 not incorporated in Work,., _ 14.2 Materials or equipment --equivalent .,, 6.7 IVdediation (Optional) _.... Milestones -definition of „��. --,,, ---„ .167 ..1.24 Miscellaneous_ Computation of Innes _ 77.E Cumulative Remedies I T4 Giving Notice .._, ........... 17.1 Notice of Claim,. _ 17,3 Professional Fees and Court Costs Included„ _ _ 17 i Multi -prime contracts Not Shown or Indicated _-_ .. 3.2 Notice of-- Acceptahilityof Project,___.. 14.13 Award, definition of I.25 Claim _.......__.__._..._1.7-3 Defects,13.1 Differing Subsurface or Physical Conditions _._ 4.2.3 Giving _ _ 17.1 Tests and Inspections -, 13. 3 Variation, Shop Drawing and Sample_ 6._'7 Notice to Proceed -- definition of 1.26 giving of DMC GENERAL CONDITIONS 1910-3 I1990 HDITIONI n:' C1-1 Y OT FORT COLLINS MODIFICA II ONS IR1 V 9,991 Notification to Surety. .. _ _ _ _ _.. _ 10 5 Observations, by ENGINEER 6.30. 9 2 Occupancy of the Work .. , 5-15, 6.302-4, 14.10 Omissions or acts by CONTRACTOR , 6-R 9.13 Open Peril policy form, Insurance .,,. ,....,, 5-6.2 Option to Replace. -,.. , _ ,,. 5, 14 Article or Paragraph Dumber "Or Equal" Items, 6.7 Other work 7 Overtime Work --prohibition of _ .... 6.3 OWNER -- Acceptance of defective Work..,,..,__ ............... 1.3.13 appoint an -ENGINEER ...... _ .. _ ....... R2 as fiduciary. ..... __. ..?.12-5.13 ..................... Availability of Lanch, responsibility 4-1 definition of ...................................................... 1-27 . data, furnish ..............._ ... _.........._......_.183 May Correct Defective Work ... _ _ _ ., . _ _ . .13.14 May refuse to make payment___.,,...__,,,,,,,,,, May Stop the Work....__ _ _..1310 May Suspend Work, ferminateH.8, 13.1�), 15.1-15-4 Payment, make prompt. .__ $3, 14.4, 14.13 performanoc of other work 7.1 permits and licenses, requirements_.. _,. _ _. __ 6. 13 purchased insurance requirements. _ _i 6-5.10 OWNER's-- Acceptanceofthe Work,...,_630.2.5 Change Orders, obligation to executer-__--,,, 8,6, 10.4 Communications 8.1 Coordination of the Work 74 Disputes, request for decision. ,.,9.11 Inspections, tests and approvals $-7. 13.4 Liability Insurance _5.5 Notice of Defects 13-1 Representative --During Construction, ENGINEER's Status 9.1 R esponsib i 1 iti es -- Asbestos, PCBs, Petroleum, Hazardous Waste or Radioactive Materiat ................. 8.10 Change Orders,_...___._._._.-....--_-.. S6 Changes in the Work-..__......_I0.I communications 8-1 CONTR %C'fOR's responsibilities _ 8.9 evidence of financial arrangements _.Y.11 inspections, tests and approvals , b.7 -- insurance h lands and casements 8-4 prompt payment by__. .._._....._.._..__-_.8.3 replacement of ENGINEER- _ _ -R-2 reports and tests 8.4 stop or suspend Work,_._ S-S, 13-10, I5-1 terminate CONTRACTOR's services S.8. 15_' separate representative at site,. 9 3 testing, independent.__...,,., use or occupancy of the Work.... .. .... written consent or approval required._... __. _..13.4 5 15, 630 3 4, 14-10 _ 9.1, 6.3, 11.4 6 JCDC CENERAL CONDITIONS 1910 -S 0 9% ItDM CIND wi Cl1Y OF FORT COLLINS NIOD11ICA'M IN5ITUTA 9'991 Artiel e or Paragraph Num txr written notice required. ,.7.1, 9.4, 9.11, 112, 119, 147, 15.4 PCPs -- definition of 1.29 general .... ..... .. ... 45 OWNER'sresponsibility for, __.,__ „.,..R.10 Partial Utilization -- definition of .. _ .. ... ......_..., 1 28 genera16.3n,2.4, 1410 Property Insurance,,,.,_ ........_.. >.15 Patent Fees and Royalties,,, ,,,,,,,, 6.1^. Payment Ponds. ...._.... ...._...... ........_....5.1-5,2 Payments, Recommendation of..,,__,...,,.14.4-147, 14,13 Payments to CONTRACTOR and Completion— .ApplicationforProgressPayments ___......._14.2 CONTRACTOR's Warranty of Title 141 Final Application for Payment ..... .........__14.12 Final Inspection ...,., _14.11 Final Payment and Acceptance _,.., 14.13-14.14 general._._ ................ ..... ..__....K.3, 14 Partial Utilization....,_. 14.10 Retainage.._ _.. _.... __.....14.2 Review of Applications for Progress Payments_. -_-.._. 14.4-14.7 prompt payment _.__. _..._. _ __.S.3 Schedule of Values 14.1 Substantial Completion........__. Waiver of Claims 14.15 when payments duz.,_.......... ........_... 14.4, 14.1 3 withholding payment, _ 14.7 Performance Bonds Permits Petroleum -- definition of 1.30 general OWNER's responsibilitv for "'.Io Physical Conditions -- Drawings of, in or relating to. 4.2.1.2 EA GINEER's review_ _. .. _ _ _.. _.. .... _... _4.2.4 existing structures,_.... general 42.1' _......_._....__..... .._._ ..._. Notice of Differing Subsurface or._.. 4-23 Possible Contract Documents Charge .._ .425 Possible Price and Times Adjustments 42.6 Reports and Drawings _ _ _ 4.'_.1 Subsurface and, 42 Subsurface Conditions 4.2.1-I Technical Data, Limited Reliance by CONTRACTOR Authorized„ 42 ^_ Underground Facilities -- general. _..... _._._. ..._._ ...4.3 Not Shown or lndicred 43.2 Protection of _ 4.3, 6-20 Article or Paragraph Number Shown or Indicated.... _.... _..... ...... _.. . _. _. 4.3.1 Technical Data ..,__. ,,.,. 4.2.2 Preconstruction Conference 2.8 PrelimineryMatters Preliminary Schedules 2.6 Premises,Use of __. _ 6.16-6.18 Price, Change of Contract.,,,,,,,, Price, Contract —definition of_- Progress Payment, Applications for Progress Payment--retainage_.. ,.., 14.2 Progress schedule, CONTRACTOR's _ 2.6, 28, 2.9, 6.6, 6.29, 10.4, 15.2.1 Project--detinitionot 131 Project Representative ENGINEERsStatusDuringConstruction 9.3 Project Representative, Resident --definition of ,,_ _,,. 1-33 prompt payment by OWNER,... Property Insurance -- Additional..._._ .......... _.._._. _._._...5.7 general5.6-5.10 Partial Utilization ...-_5.15, 14.10.2 receipt and application of proceeds .,,_5.12-5. 13 Protection, Safety and __. .b 20-6.21, 132 Punch list 14.11 Radioactive Material— detintion of 1.32 genera14.5 OtWE,R's responsibility for _. ..._ 8.10 Recommendation of Payment,, _J44, 14.5, 14.13 Record Documents. 6.19.14.12 Records, procedures for maintaining 2.8 Reference Points .....9-4 Reference to Standards and Specifications of Technical Societics 3-3 Regulations, Laws and (or),_,_, _6.14 Rejecting Defective Work ,-- _. 0.6 Related Work -- at Site __.._.__......__...... 7.1.-7.3 PerCortned prior to Shop Drawings and Samples submittals review ..6.28 Remedies. cumulative.__. _......__.......___.._._17.4, 17.5 Removal or Correction ofDefective Work 113.11 rental agrecments, MVNER approval required 1 IA 3 replacement of ENtrINEIIR, by OWN1•;R_... .. 8 2 Reporting and Resolving Discrepancies,.. 2.5, 3.3.2, 6.14.2 RCports— tn d Drawings 43.1 and Tests, M'YNERs responsibility „_. __.8.4 Resident and Project Representativc-- dcfinition of 1,33 provision for zu F.TCD(' GE\TAAL CONDITION,9 1910-3 (1990 EDITION i w! 0TY U1 POR'1 Cr1L[,1AS NfODfFiC'.4"110NS IREV 9+99) Article or Paragraph Numher Resident Superintendent, CONTRACI ORs 6-2 Responsibilities-- (-ONTRACTOR's-in general ___ ENGINEER's-in general _ .. -. ............ ..9 Limitations on 9,13 O\t'NER's-in general _._. ............... 8 Retainage ._.............._.. ..... ..................... . ......1.42 Reuse of Documents .._._._. __...__3.7 Review by CONTRACTOR Shop Drawings and Samples Prior to Submittal.,... Review of Applications for Progress Payments....., ..___......_.,.,__14.4-14.7 Rightto an adjustment ....... .. _.__. ......... _._ 102 Rights of Way..... ........ _ __... ... 41 Royalties, Patent Fees and..,.. _ 6 12 Safe Structural Leading ,.... ...._6,18 Safety -- and Protection. .,., _ _ . , __..4.3.2, 6.16, 6.18, _...__. _6 ^t1-6.21, T2, 13-2 general.......... �_.. ..._ ._.b.21)-6.23 Representative, CONTRACTORS _ _ _ _ 6.21 Samples — definition of _.._„ _ 1.34 general..._..... ._._.... _...-. _.b.24-6.28 Review by CONTRACTOR ,.. - __.6.25 Review by ENGINEER. -. _ 6-26, 627 related Work 628 submittal of 6.242 submittal procedures .,_.._ ...__.,.._C.25 Schedule of progress ?.6,18-29,6.6, 6.29, 1 o 4, 152.1 Schedule of Shop Drawing and Sample Submittals__.. _ - .2.0, 2.8 2.9, 6.24-6-28 Schedule of Values __....16, 2.8-29, 14.1 Schedules -- Adherence to 15.2-1 Adjusting.._._ .__ _......_. —._6.6 Change of Contract Times „__.. 10.4 Initially Acceptable _ _._ 2.8.29 Preliminary ,. 16 Scope of Changes. __.. _._. _-_.. 10.3-10.4 Subsurface Conditions 4,11.1 Shop Drawings- inc Samplas,general..__, 6 24-b 28 Change Orders & Applications for Payments, and _. _ 9.7-9.9 definition of _ _ I ;N ENGINEER's approval of _ 3.62 IENGTNFER's responsibility for review„ _ _ ,. 9 7, 6) 24-1i2B related Work 6?8 review procedures _._ 2 S, 6-24-6.28 Article or Paragraph N um her submittal required. ............__..._ 624.1 Submittal Procedures _,,...,__ __,,,,, __...62S use to approve substitutions.,.,.-. _,,.,... _ __ _„_. _. _ 6.73 Shown or Indicated 43.1 Site Access ......_. ..._.._... ..._-._.....72,13.2 Site Cleanliness 6_17 Site. Visits to — by ENGINEER_ _. 92, 13 2 by others __... _.. .132 "special causes of loss" policy form, insurance 5,6.2 definition of,,..,_.. .................I.36 Speci ficatIons-- defination of_,,,... .., ,._ _ 1-36 of Technical Societies, reference to 33.1 precedence., . . ...... .. 3. 3 1 Standards and Specifications of Technical Societies. _ ... .. ,.. 33 Starting Construction, Before ,..., 2.5-2.8 Starling the Work, ,.... _ -4 Stop or Suspend Work -- by CONTRACTOR by OWNER 8.8, 13.10, 15 1 Storage of materials and equipment _ 4 1, 7.2 Structural Loading, Safety ,_.-,,..... _ _ 6. 11 Subcontractor -- Concerning,.,..,._ 6.8-6. 11 definition of....._. ......... ......_.._ -..1.37 delays _._ _. 12-3 waiver of rights.... _._._... _ _..6 11 Subcontractors--ingeneral _., _. __.6.8-6-11 Subcontracts --required prov isions „ 5. 11, 6.11. 11,43 Submittals -- Applications for Payment._.,. 14 2 Nlaintenance and Operation Manuals..,, _ _I4.12 Procedures 6_^_5 Progress Schedules ............. _2-6, 29 _ Samples __. _ 6,24-6.28 Schedule of Values ��� _ 2 6, 14 1 Schedule of Shop Drawings and Samples Submissions.._ 2.6, Shop Drawings_ 624-6 28 Substantial Completion -- certification of 6-30 2 3. 14.8-149 definition of 1.38 Substitute Construction Methods or Procedures 6-7-2 Substitutes and "Or Equal" Items. _ _.6.7 _ _ .s CONTRACTOR'Expense„_ _ 6713 ENGINEER'.s Evaluation _ _ 6.7 1 "Or -Equal".,, 6 7 1 1 Substitute Construction Method's Nil] EJCDC GENERAL CONDITIONS 1910-S 0990 EDITIOIii tv, CI'L'Y GF I OR'r COLLINS MODIF'ICA JIONS (REV 9/99i SECTION 112500 QUANTITV ESTIMATE STREET FROM TO 202.01 203A1 304;07 403.50 61 604.03 ' 604.05 - ... 604.0g - 609.01 609.02 : W&W . Savvcot 4" General Excavation Aggregate Base Temp. Parrtiiug Recon Type 1Btet Deck 4' Opening Recon. Type Curb Inlet Deck -Add 1' opening Recan Inlet peck -Catch R n Recent Modified Type 13 Curb Inlet: Deck .Remove Concrete Remove `Fillets Remove& Replace..:. LF 6Y TON TON. EA" LF EA r' EA SF EA =SF AZALEA CT AZALEADR CDs 0,00 000 425 1%5 1)00 O.W PONT 0W IT 00 OW '197 AZALEADR V, PROSPECT RD S_ OVERLAND TRAIT. 000 I) NO 2383 1172 00) O.W OW II,00 000 1)00 6W HOLLYI LARCH T IIOLLYWAY 000 000 TIT 0.00 0.00 OW LLJ0 TO TOO TO OIID OW IAR( IfST INN PROSPECT RD SJ1MA( ST 00) 1LOON 1745 743 OW 0.00 OW 1)00 OW 0.00 0,00 PAT _RIDR W. PROSPECTRD S. ON ENT AND TRAIL 0.00 000 931 36S TO O00 O.W 0,00 000 ONTO 000 RAMS LN PECAN ST REAL F 0IM1 1)00 11.15 6.00 Wro 0.00 000 IT (TO I) ()I) TO IN) T00 REAI.( T PLO ANSI S_ OVERLAND TRAIL 1)00 If10 4_'S 156 0.00 ON) O.W O00 0,00 OW 0f10 SUMAC ST LARCIIST S. ON,RI.ANDIFAIL 000 ODII 1481 5.37 000 OW 0R) TO 00 000 (OW 0IN) PF.CANST PALM DR S ON ERLAND TRAIT. 700 0,00 2442 1046 OW 0,01 OINI OOO 000 J.00 6103 AREA SOB TN)TAL e TOO 0.00 109.49 4807 -000 0.00 -.ORO 0.00 000 000 9399 FIT UE MESA AN COLONY DR WORT HINGTON AN O.W ONO 352 I18 0.W 000 OW 000 (WO 100 400 C11.4P.4RRAI. DR POWDFRIIOR.N DR ROC KY MOUNTAIN WY 000 0.00 -92 4.47 OW IT 00 000 0.00 100 O.W 51.73 CIMARRONCT ROC KY MOUN IAIN WY CDS (J.UO 1)0N 2.57 1,65 O00 IT (In 000 0f10 ONO IT (NJ 96,02 FAIRPLAYCT UUNNISONDR CDS 1) 00 0.00 3.31) 1" 1)00 0N) TO (NJ 000 0.00 0.00 O00 OIL NSISONDR WORTIIIN(TO,N AN CDS IT IS) 0.00 I8_I9 66X 0.00 IT O.W 0.00 O00 000 5.00 LONGIIORNC'I PIT UEMESA AN CDS O.INO O00 (1,66 026 0(N1 0.W TEN) TON) 000 000 TO MI PLACER ST lC. SWALLOW RD WIN I I IINGTON AN 0.00 1) 00 704 '17 OW 0.00 000 040 OOO 000 OW TIM DCRHORX DR R'ORTIIINGFON'AA' W:AGONWHEEL DR 000 If ()(I 6N9 250 0.1H 000 0.00 1IT (I ()(I 0.00 OINI ROCK) MOUAFAI]N'Y WDRTI I INGI ON AN S. SHIELDS ST 0 00 000 3H 1_II 000 IT00 IT 00 0Of 0.00 0.00 00(TO SIIAERIHORN DR GUNNISONDR CDS OOn 000 1.03 OS3 00E OQINJ OW 0.00 0.00 LW 000 TUMBLEWEED LN ROCK) MOUNTAIN N'Y CPS 0.00 0 )Q 117 1.54 000 100 0.W O00 100 If A 78.W WAGONWHEEL DR ROCKY MOUNTAIN WY CDS 1)00 O00 4055 1478 000 TON) U(E) 1100 ONO 0.00 9600 VV'NC NESTER DR WAOONRTIEEI. DR CDS If 00 0.00 1320 477 PAN) 0.00 OOfI 000 O00 1)00 O.W WORTHINGTON AC V, DRAKE RD CDS (I 00 0On 14.27 5.51 ITX) 000 01J0 OONJ TO110 1,00 9464 YEL LOW PISE CT GLNNISONDR CDS 000 0,00 4.03 173 11O) 000 1 fNl IT 00 0OR I)X) 51ON) AREA SUS TOTAL s s I 0,40 O.W 138145 5390. 0-00- OIb 0-00 000 U.00 200 47639 BRIXTONRD MESAVIEW LN TAFT HILL RD_ If 00 f)00 0.00 1)00 OW OW OW IT 00 0.00 ON) 0.00 OREEN(;ATE DR W. HARMONY KD END ()Of) 0.00 ' 96 1 05 000 11 Of O.W 000 PON) 000 PON) LOOKOUT LN TRAIL VIEW LN BRIXTON RD (100 000 2-13 0,79 If IN) 0.00 000 0.00 0W 0,00 Of MESAVIEW CT MESAVIEW LN END 0.60 ONO 073 090 IT 00 0_W O.W 000 0,00 IT (NO 100 MESAAEWIV BRIXTONRD ISOO BLK OF MESAN IEN' LN 8.1Y1 IT 00 3S_ 128 TOP) IT OW 0.00 0 00 fLW OW TRAIT%TEVLN LOOKOUTLN MESAVIEWLN 000 001I Of JET 0.00 000 ON OR, OW 000 0.00 O.W 0.00 ( LHFSIDECT OVERIOOKDR END If 00 1)00 0,00 TO 00 0011 ODO oNI 000 000 0,00 000 CRESTVIEVV'( I ONERLOOKDR END ().Of) IT 00 300 100 O.W 000 O.W I) TOO 0.00 OW 31.00 (LEN6]ENNCT AISIADR END 0IN) 000 Il10 000 01N1 O.W 000 0,00 o00 100 II NJ ME.ADON'V9 FVN CT PISTADR END 0WO IT 00 5NO 100 O.W 0.00 0.00 000 0.OR OINJ 32.W ON ERLOOK DR W. HARMONY RD N'ESTPONT CI 1) 00 OW I0N 'Alo 0,00 O W 0.011 0,00 000 0.00 000 PRAIRIEN IE\5 CT OVERLOOK DR END TOO 000 1,00 0.00 000 01X) TOW OTOO 000 O.W 000 YLVERN IE" CT SILK ER( ATE RD END 1)OO 0,00 13011 200 O W 0.00 O W IT TOO 000 1000 211IN) SIL%,ROATP RD NO HARMONY RD ,STPOINJ CI 000 000 6.00 1 NO OW OW IT 0.00 0.00 OW OINI VTFRPOINT CT ONFRIOOKDR END 19Of 000 5AN 100 OW 0.00 0.00 0.00 0.00 OW I)NJ VISTA DR SILAIRGATE RD END 4 NO 000 11 00 21)N 1) (IT) OW 0OA) 000 00(1 0.00 96 W Vl'FSTPOINT CT 0%ERTDOE DR END 1)00 1)00 '_Illl ON.00 0,00 OW 000 O.pU 100 0NI 0.00 AREA SUB TOTAL 28AN1 1)N) 68,24 14.02 000 0_(NI O110 RN JOINT 0.W 36LW TOTAL 62.00 154.117 1743.16 1 3SIA3 1 7.110 1 5,00 I I0.9a 1 5.00 1 19a.00 1200 5929.bq Article or Paragraph Num her or Procedures ............................................. .6, 7.2 Substitute Items,. ,. 6.7.1.2 Subsurface and Physical Conditions -- Drawings of, in or relathg to......_ ,,. 4.'2.17' ENGINEER'S Review _...... ... _ .. .. _.. _., 4.2.4 general...._ ._..4.2 Limited Reliance by CONTRACTOR Authorized ... 4,2.2 Notice of Differing Subsurface or Physical Conditions _._,,.,...,4.2.3 Physical Conditions__,,._...._._4.2.L2 Possible Contract Documents Change................415 Possible Price and Times Adjustments 42.6 Reports and Drawings,. _,,,,..... ,.._,.,.... 42.1 Subsurface and....... .. _ _ 42 Subsurface Conditions at the Site, „--_... .4 11.1 Technical Data ___ _,,...4.2.2 Supervision— CONTRAC'IOR'sresponsibility __ OWNER shall not supervise......................._....8.9 ENGI.NEER shall not supervise _ _ 9.2, 9.13.'2 Superintendence 6.2 Superintendent, CONTRACTOR'sresident -._ 6.2 Supplemental costs............ _... 11.4, Supplementary Conditions -- definition of ... __...... 1 39 principal references to.,.....__1.10, 1.18, 2.2, 2.7, _.... ._...1.`;-2, 4.3, 5.1, 5.3, S.4, 5.6-5.9, 1,6.8,6.13,7.4,8,11,9.3,1)10 Su �lententin Contract Documents_- PL g - . _3.6 Supplier-- detinition of _ ,. - 1.40 principal references to ,,.., _3.7, b 5 6.8-6.1 L 620, _ ti 24, 9.13, 14.12 Waiver Of Rights ..... 11 Surety-- consent to final payment 14.12, 14,14 ENGINEER has no duty to .,,___.. __..913 Notification of Iu 1, 10.5, 15.2 qualification oh ......___ ._..__.. ..._..__..5.1-5.3 Survival of Obligations,.. ...,,_ _ 634 Suspend Work, OWNER May, 13.10, 15.1 Suspension of Work end'ferntination- __... 15 CON RACTUR May Stop Work or Terminate...___. _.....__ .........15.5 OWNER May Suspend Work____ OWNER May Terminate 15.2-15A Taxcs--Payment by CONTRACTOR 6.15 Technical Data -- Limited Rchinccby CONTRACTOR _ 422 Possihle Price and 'Fines Adjustments .,_. ,42.6 Reports of Differing Subsurface and Physical Conditions xiv 4,2.3 Temporary construction facilities....__.___, _,I..,,Al Article or Paragraph Number Termination - by CONTRACTOR _.._. 15.5 byOWNER ..........__.......___.......__„8.8, 15.1-15.4 of ENG,INEER's employment 8.2 Suspension of Work-in general Terms and Adjectives..___ ...... .......... _,.3.4 Tests and Inspections -- Access to the Work, by others_,,..___ CON7'RACTOR's responsibilities . 13.5 cost of 1..1.4 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 OIVNER's independent testing,,. ._. 13A special, required by ENGINEER _ .... 96 timely noticerequircd 13.4 Uncovering the Work, at ENGi_NfEAR's request,_ Times-- Adjusling__... _._... _._... ._. 6.6 Change of Contract,., _. _,. ... 12 Computation of 17.2 ContractTimcs--definition of,,,...,...., 1,12 day _ _ _ 172 Milestones Requirements -- appeals _.. _. _.. _.. . _ _ ._ ``-t lU, 16 clarifications, claims and disputes 9.11, 11 2, 12 Commencement of Contract Times_. _ _,,,„_ _ _ 3.3 Preconstruction Conference _ ,? S schedules _ _.., _ _ 2 b, 29, 6 6 Starting the Work 'Title, Warrant), of ._�,. ._,�14.3 Uncovering Work 13.8-13,9 Underground Facilities, Physical Conditions -- definition of . _ 1 41 Not Shown orIndicated 4.3.2 protection of ___..... _.._...__...__ 4.3, 620 Shown or Indicated.....__. _...__. _...,411 Unit Price Work -- claims 11.9 1 definition of __....._. 1.42 general 119_ 14.1, 14.5 Unit Prices -- general t 1.3 l Determination for ............................................. 9,111 Use of Premises ti_ 16, 6.18. ................................. 6,30 2.4 Utility ownerstiJ3. 6.21, 7.1-7.3, 13_^ Utilization, Partial I "' 8- 5.15, 6 'I ) '.4, 14.1 o %'aloe of the Work 113 Values, Schedule of .2_6 _'.N ?_'), 14.1 E.)MC GENF,R.AL CpNJCt10tiS 1910-8 I1990 EDITION) 0.,CITY 01 EOK'r COLLINSnQGDIFICAl IONS KIA'91991 Variations in Work --Minor Authorized. _... .. ._ .. .. 6 25, 6.2T 9 5 Article or Paragraph Num her Visits to Site--bv ENGINEER 9- Waiver of Claims --on Final Payment,.,... _ _ _ _ _.14.1' Waiver of Rights by insured parties ... Warranty and Guarantee, General --by CONTRACTOR ................................................. 6.30 Warranty of Title, CONTRACTORS- _ , 14.3 Work -- Access to 13.2 byothers,.. .. _ _ _ . _.._ __... ...___...._. _ ...7 Changes in the. ___._... _.......__...__10 Continuing the,. __..... . _ .... _ _ .. ._._....6?9 CONTRACTOR May Stop Work or Terminate 15.5 Coordination of 7.4 Cost of the,._ ....._ ...... -._ _... ..11.4-115 definition of ..___.... _ _.,1.43 neglected by CONTRACTOR. __ _,..,, _ _ _13 14 other Work ............................................................. 7 OlkWER May Stop Work .. 13.10 OWNER May Suspend Work„, _ ..,, 13.10, 15 1 Related, Work at Site _ _- 7.1-7.3 Starting the,._ 2.4 Stopping by CONTRACTOR.- ---- -----_----_15.5 Stopping by OWNER ... ... ...__.. .___...15.1-15A Variation and deviation authorized, minor 3 6 Work. Change Directive -- claims pursuant to. ., to definition of ........................................................ 1.44 principal references to _-,.35.3, 10.1-10,2 Written Amendment -- definition of 1-45 principal references to. ,...,__-_,-1,10. 3.5, 5.lo,15.12, S 6.2. 6_ 2, 619 l 01, 10.4 ._.... ..__..._....11.2. 12.1, 13.122, 14.7.2 Written Clarifications and interpretations.. 3,63, 9-4, 9.11 Written Notice Required— byCANTRAC-1OR__. 7-1.910-9.11, 10 4, 11 <. 12. 1 byOWNER_. ._.---- ...9-10-9.11, 10A, 11 13-14 FJCDC OFNERAI. CONDITIONS 1910-5(1990 EDITION) wl CI IY OF FORT COL ,INS YIODIPICA IIONS IAEF 9,991 (This page left blank intentionally) xci EJCDC C;ENERAL CONDITIONS 1910-9 11990 EDITION) ar (STY OF FORT COLLINS MODIFICA91ONS 1RF: V 9199) GENERAL CONDITIONS ,�R'rICLE 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_ L1- Addenda --Written or graphic instruments issued prior to the opening of Bids which clarify, correct or change the Bidding Requirements or the Contract Documents_ 1.2. Agreement --The written contract between OWNER and CONTRACTOR covering the Work to he performed; other Contract Documents are attached to the Agreement and made a part thereof as provided therein. 1.3 .4ppticanon far Payment-=fhe form accepted by ENGINEER which is to be used by CONTRACTOR in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 1 A. 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 Slates Occupational Safety and Health Administration. 1.5 Bid —The offer or proposal of the bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 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). 1.7, Bidding Requireniorts--The advertisement or invitation to Bid, instructions to bidders. and the Bid form. L£ Bond—Perforntance and Payment bonds and other instruments of security_ 1.9_ Change Omer --A document recommended by ENGINEER, which is signed by CONTRACTOR and OWNER and authorizes an addition deletion or revision in the Work. or an adiusunent m the Contract Price or the Contract Times, issued on or after the Effective Date of the Agreement. I it) Contract Documents --The .Agreenicnt, Addenda (which pertain to the Contract Documents), CONTRACTOR's Bid (including documentation accompanying the Bid and anE p)st Bid documentation submitted prior to the Sotice 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 F]CDC GENER AI, CO VDITIONS 1910-5 0 994 Eail iai l e'(C11-t OF FORT COLLINS MODIFICATiONS(RFy 4,200e1 same are more specifically identified in the Agreement, together with all Written Amendments, Change Orders, Work Change Directives, Field Orders and ENGDTER's written interpretations and clarifications issued pursuant to paragaphs 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; 626 and 6.27 and the reports and drawings referred to in paragraphs 42.1 and 4.22 are not Contract Documents. 1,11. Contract Price —The moneys payable by OWNER to CONTRACTOR for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of paragraph 1 19.1 in the case of Unit Price Work), 1.12. Contract Times— i he numbers of days or the dates stated in the Agreement: (i) to achieve Substantial Completion, and (ii) to complete the Work so that it is ready for final payment as evidenced by F, GNEERs written recommendation of final payment in accordance with paragraph 14.13. 1,13. CONTRACTOR --The person, Punt or corporation with whom OWNER has entered into the Agreement. 1.14defective--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 an} inspection, reference standard, test or approval referred to in the Contract Documents, or has been diamagekl prior to ENGTNFER'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, eNtent and character of the Work to be furnished and performed by CONTRACTOR and which have been prepared or approved by ENGTNFFR 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. 1.17 ENGINEER --The person, firm or corporation named as such m the Agreement. 1 18 ENGINE'ER'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_ 1.12 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 Rice or the Contract Times. 120, General Requirements --Sections of Division 1 of the Specifications_ 121. Hazardous TVaste--T he term Hazardous'Waste shall have the meaning provided in Section 1004 of the Solid Waste Disposal Act (42 USC Section 6903) as amended from tune to time. 1.22.a, Laws and Regulah'ons; Laws or Regulations --Any and all applicable laws, rules, regulations, ordinances, codes and orders of any and all goverrvnental bodies, agencies authorities and courts having jurisdiction. 1.22 b. Le¢al Holidays -shall be those holidays observed by the City_ of Fort Collins. 123 Liens --Liens, charges, security interests or encumbrances upon real property or personal property. 1.24, Milestone --A principal event specified in the Contract Documents relatmg to an intermediate completion date or time prior to Substantial Completion of all the Work 1.25 Motice qf,°1 ward -A written notice by OWNER to the apparent successful bidder stating that upon compliance by the apparent successful bidder with the conditions precedent enumerated therein, within the time specified, OWNER will sign and deliver the Agreement. 1.26. Notice to Proceed--_'T written notice given by OWNER to CONTRACTOR (with a copy to ENGINEER) fixing the date on which the Contract Times will commence to run and on which CONTRACTOR shall start to perform CONTRACTOR'S obligations under the Contract Documents_ 1.2T 04VNTR--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 prov ides 128 Partial Utilization --Use by O\b-N R of a substantially completed part of the Work fir the purpose for which it is intended (or a related purpose) prior to Substantial Completion of all the Work 1_22 PCB Ys Poly chlorinatedbiphenyls. 1.30 Petroleum -Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14 7 pounds Ixr square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse_ gasoline, kerosene and oil nii,"ed with other non-Iazardous Wastes and crude oils 1.31 Project -The total construction of which the Work to be provided under the Contract Documents may be the whole, or a part as indlicated elsewhere in the Contract Documents. 132.a Radioactive Wulenal--Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of EIMC GENERAL CONDIIlONS 1910-8 11990 Edition) w/ CiTY ur PORT COLLINS MODiFiCATIONS (REV 4/2000) 1954 (42 USC Section 2911 et seq.) as amended from time to time. 1.32.b. Regidar W'o17wnQ Hours --Regular wgrking hours a_r_e_ defined_as 7.01-lam to 6:001 unless otherwise spedtfiecl in_.the General Requirements. 133. Resident Project Representative--Theauthorized representative of ENGINEER who may be assigned to the site or any part thereof. 1.34 Samples -Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged 135. Shop Drawings --All drawings, diagrams, illustrations, schedules and other data or information which are specifically prepared or assembled by or for CONTRACTOR and submitted by CONTRACTOR to illustrate some portion of the Work. 1.36 Specifications -Those portions of the Contract Documents consisting of written technical descriptions of materials, equipment, construction systems, standards and workmanship as applied to the Work and certain administrative details applicable thereto. 1,37. Subcontractor --An individual, firm or corporation having a direct contract with CONTRACTOR or with any other Subcontractor for the performance of a part of the Work at the site. 1,38. Substantial Completion --The Work (or a specified part thereof) has progressed to the point where, in the opinion of ENGINEER as evidenced by ENGINEER's definitive certificate of Substantial Completion, it is sufficiently complete, in accordance with the Contract Documents, so that the Work for specified part) can be utilized for the purposes fur which it is intended, or if no such certificate is issued when the Work is complete and ready for final payment as evidenced by ENGENEER's written recommendation of final payment in accordance with paragraph 14.13. The terms "substantially complete" and "substantially completed" as applied to all or part of the Work refer to Substantial Completion thereof 1.39. Supplemeruai Constioizv-'line part of the Contract Documents which amends or supplements these General Conditions 1.40 Supplier --A manufacturer, fabricator. supplier, distributor, materiahuan or vendor having a direct contract with CONTRACTOR or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by CONTRACTOR or any Subcontractor. 1 41. Underground Faciljtier--All pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels or other such facilities or attachments, and any cncasenrents containing such facilities which have been installed underground to fumish any of the following services or materials: electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, sewage and drainage removal, traffic or other control systems or water. 1.42. Unit Pnce Tf ork-Work to be paid for on the basis of unit prices. 1,43, ;Voile --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 punishing and incorporating materials and equipment into the construction, and perforating or furnishing services and furnishing documents, all as required by the Contract Documents. 1.44, Work- Change Directive --A written directive to CONTRACTOR, issued on or after the Effective Date of the Agreement and signed by OWNER and recommended by ENGINEER, ordering an addition, deletion or revision in the Work, or responding to differing or unforeseen physical conditions under which the Work is to be performed as provided in paragraph4.2 or 4.3 or to emergencies under paragraph 623. 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 inparagaph 10.2. 1.45_ IVritten .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 MATIE&s Delivery of Bondy: 2L When CONTRACTOR delivers the executed :Agreements to OWNER, CONTRACTOR shall also deliver to O%VNER such Bonds as CONTRACTOR may be required to fim ush in accordance with paragraph 5.1 _ Copies of Docum eats: 2.2 Oy�;ER shall Cumish 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 finTushed, upon request, at the cost of reproduction. Commencement of Contract Times; Notice to Proceed , I The Contract 'Dimes will ccnnmence to run on the thirtieth clay alter the Etectne Date of the Agreement- or, F]CDC G ENERAL CQNDITIONS 1910-8 (1990 Edtiou) w: C'I7Y OP FORT COLT Ns MODIFICATIONS IREV Ir20o0 i if a Notice to Proceed is given, on the day indicated in the Nonce to Proceed A Notice to Proceed may be given at any time within thirty, days after the Effective Date of the Agreement In no eV@q4t Will 1118 Contract Tani.. ofReTopening or the thirtieth�ag�" of -the Agretarem; whiehever date is earlier Starting the lfork: 2A CONTRACTOR shall start to perform the Work on the date when the Contract 'Times commence to run, but no Work shall be done at the site prior to the date on which the Contract Times commence to run. Before Starting Construction: 2.5. Before undertaking each part of the Work, CONTRACTOR shall carefully study and compare the Contract Documents and check and verify pertinent figures shown thereon and all applicable field measurements_ CONTRACTOR shall promptly report In writing to ENGINEER any conflict, error, ambiguity or discrepancy which CONTRACTOR may, discover and shall obtain a written interpretation or clarification from ENGINEER before proceeding with any Work affected thereby, however, CONTRACTOR shall not be liable to OWNER or ENGINEIER for failure to report any conflict, error, ambiguity or discrepancy in the Contract Documents, unless CONTRACTOR knew or reasonably should have known thereof. 2.6, Within ten days after the Effective Date of the Agreement (unless otherwise specified in the General Requirements), CONTRACTOR shall submit to ENGINEER for review_ 2.6T, 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 preliminap\ schedule of Shop Drawing and Sample submittals which will list each required submittal and the times for submitting, reviewing and processing such submnitta7, 2.6.2.1. In no -Case will a _schedule be acceptable which allows less than 21 calendar days for each rcvicw by Engineer. 16.3. A pretuninary schedule of values for all of the Work which will include quantities and prices of items aggregating the Contract Rice and will subdivide the Work into component parts in sufficient detail to serve os the basis for progress Frryments during construction. Such prices will include an appropriate amount of overhead and profit applicable to each item of Work_ 17, Before any Work at the site is started, CONTRACTOR ac d-CA ,� shall each deliver to the other OWNER with copies to estsh ateros,� -,�a�"f i.... iked in Conditions ENGINEER, certificates of insurance (and other evidence of insurance reasonably request _requested b- _ OWNER) which CONTRACTOR and nirsrcR Fe @Gtively _, is required to purchase and maintain in accordance with paragraphs 5.4�- 5-6-ands-7. Preconstruction Conference: 2.& 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. InitiaQy.4eceptable Schedules: 2.9. Unless otherwise provided in the Contract ... Documents, at ��.v''��:.�a,t t €tr:,E Application-forT aynrent before any work at the site begins, a conference attended by CONTRACTORENGINFER and others as appropriate designated by OWNER, will be held to review for acceptability to ENGINEER as provided below the schedules submitted in accordance with paragraph 2.6. and Division _ 1 - General Requirements. CONTRACTOR shall have an additional ten days to make corrections and adjustments and to complete and resubmit the schedules. No progress payment shall be made to CONTRACTOR until the schedules are submitted to and acceptable to ENGINEER as provided below. The progress schedule will be acceptable to ENGINEER as providing an orderly progression of the Work to completion within any specified 1v4ilestones 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_ CONCRACTOR'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--CONTRACTDOCUMENTS: IN'CENT' At1iENDING, REUSE Intent: 3.1, 'The Contract Documents comprise the entire agreement between OWNER and CONTRACTOR concerning the. Work. The Contract Documents are complementan-, what is called for by one is as binding as if called for by all. The Contract Documents will be construed in accordance with the law of the place of the Project 3.2 It is the intent of the Contract Documents to FICDC ORNERAL CONDITIONS i910-B Q990EdhiuIi, w/('ITY OF FORTCOLLINS MCIDIFICATIONS IRIY 120111J) describe a functionally complete Project (or part thereot) to be constructed in accordance with the Contract Documents. Any Work, materials or equipment that may reasonably be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the intended result will be furnished and performed whether or not specifically called for. When words or phrases which have a well-known technical or construction industry or trade meaning are used to describe Work, materials or equipment, such words or phrases shall be interpreted in accordance with that meaning. Clarifications and interpretations of the Contract Documents shall be issued by ENGINEER as provided in paragraph 9.4. 3.3. Reference to Standards and Specifications of Technical Societies; Reporting and Resolving Discrepancies: 3.3.1, Reference to standards, specifications, manuals or codes of any technical society, organization or association, or to the Laws or Regulations of any governmental authority, whether such reference be specific or by implication, shall mean the latest standard, specification, manual, code or Laws or Regulations in effect at the time of opening of Bids (or, on the Effective Date of the Agreement if there were no Rids), 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 paragraph6.'_3) 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 h:ne knortn thereof. 1 1 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 of discrepancy between the provisions of the Contract Documents and: 3.3.31 the provisions of any such standard, .specification, manual, code or instruction (whether or not specifically incorporated by reference in the Contract Documents); or 3.3.3.2. the provisions of any such Laws or Regulations applicable to the performance of the Work (unless such an interpretation of the provisions of the Contract Documents would result in violation of such Law or Regulation) 3.3.4._ In die event of_ conflictn ig_or ambiguous provisions within the Contract Documents specifications will take precedence ovzr the_drawin s more over 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 OW'NF,R, ENGINEER or any of ENGI EiER's Consultants, agents or employees any duty or authority to supervise or direct the famishing or performance of the Work or any duty or authority' to undertake responsibility inconsistent with the provisions of paragraph 9.13 or any other provision of the Contract. Documents. 3.4. Whenever in the Contract Documents the terms "as ordered", "as directed", "as required", "as allowed", "as approved" or terms of like effect or umport are used or the adjectives "reasonable", "suitable", "acceptable", "proper" or "satisfactory" or adjectives of like effect or import are used to describe a requirement, direction review or judgment of ENGINEER as to the Work, it is intended that such requirement, direction review or judgment will be solely to evaluate, in general, the completed Work for compliance with the requirements of and information in the Contract Documents and conformance with the design concept of the completed Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). The use of any such tern or adjective shall not be effective to assign to E�IGINEER any duty or authority to supervise or direct the turn shing 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_ -bnenrkng and Supplementing C'ontraet Documents 35_ The Contract Documents may be amended to provide for additions, deletions and revisions in the Work or to moctfv the terms and conditions thereof in one or more of the following ways. 33I a formal Written Amenchment, 35.'. a Change Order (pursuant to paragraph U) 4), or E7e'r)C GENERAL. CONDITIONS 1910-9 (1999 Eatim) wC1TY , F FORT COEI.INS MODIFICATIONS iREV 1'2 00a) 3.5.3. a Work Change Directive (pursuant to paragraph 1).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_51) 3.6.2. ENGINEER's approval of a Shop Drawing or Sample (pursuant to paragraphs 626 and 627), or 3.6.3. ENGINEER's written interpretation or clarification (pursuant to paragraph 9.4). Reuse of Documents: 3.7 CONTRACTOR, and any Subcontractor or Supplier or other person or organization performing or Furnishing any of the Work under a direct or indirect contract with OWNER (i) shall not have or acquire any title to or ownership rights in any of the Drawings, Specifications or other documents (or copies of any thereof) prepared by or bearing the seal of ENGINEER or ENGINEER's Consultant, and (it) 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 ENGTVEER. ARTICI,E 4--AVAILABILITY OF LAN-M SUBSURFACE AND PHYSICAI. CONDITIONS; REFERENCE POINTS vailability of Lands: 4.1 OWNER shall furisli as indicated in the Contract Documents, the lands upon which the Work is to be performed, rights-ot-way and easements for access thereto, and such other lands which are desigiated for the use of CONTRACTOR. Npcxrreasenable wfit-te-n-raquesL O)A- �R sga furnish C" P TRA42T�4R--withr ,.r ,fd legal and }-lega-It�hi 0 lain Avhiol the- Work —is -te- lte--perlormzfl and ! ;l; "TdL' R's—n.R,�� �—fer-giving- Re ice aecc)rdaaee--K'It13—�pplieabk aws --and Re�lativrs. 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 UWhER, 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 'Iinies as a result of any delay in (YAWER's furnishing these lands, rights -of - way or easements. CONTRACTOR nuav make a claim therefor as provided in Articles I and I'_'. CONTRACTOR shall provide for all additional lands and access thereto that may he required for temporaR construction facilities or storage of materials and equipment. 4..2. Subsurface andPhpsicndConditions: 421, Repwis and Drawings: Reference is made to the Supplementary Conditions for identification of 421.1. 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 ,12.1.2. Physical Conditions: Those drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the site (except Underground Facilities) that have been utilized by ENGINEER in preparing the Contract Documents. 4.2 2. Limited Reliance by CONTRACTOR Autho>nzed Technical Data: CONTRACTOR may rely upon the general accuracy of the "technical data" contained in such refxrts 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: 42 2.1. the completeness of such reports and drawings for CONTRACTOR's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of construction to be employed by CONTRACTOR and safety precautions and programs incident thereto, or 4.22.2. other data, interpretations, opinions and intbnnation contained in .such reports or shown or indicated in such drawings, or 4-22.3 any CONTRACTOR nterprctation of or conclusion drawn from any "technical data" or any such data, interpretations, opinions or intbnn ati on 4.23. A'olice of Dh,7jenig Subsurace or Physical Coixh'6ohs: If CONTRACTOR believes that am, subsurface or physical condition at or contiguous to the site that is uncovered or revealed either 423.1 is of such a nature as to establish that anv "technical data" on which CONTRACTOR is entitled to rely as provided in paragraphs 4 2.1 and 4.2.2 is materially inaccurate, or 4 23.2. is of such a nature as to require a change in the Contract Documents, or 42 33 differs materially from that shown or F11CDC GENERAL CONDM ONS 191 r1-S U 990 EMI(11O 11 CtrY OF FORT COLLINS NIUDIFICATIONS ji[:V 1'000) indicated in the Contract Documents, or 4.2.3 4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Docunients,then C'ON'IRACTOR 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 Endings and conclusions. 4.2S Possible Contract Doeamients Change., if FNGINEER 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- 42-6. Possible Price and Times Adjustments: An equitable adjustment in the Contract Price or in the Contract Times, or hoth, 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. 42.ti.1. such condition must meet anv one or more of the categories dlescribcd in paragraphs 4.2.3.1 through 4.2.3.4, inclusive, 4.2.62 a change in the Contract Documents pursuant to paragraph 425 will not be an automatic authorization of nor a conclition precedent to entitlement to any such adjustment, 42 63, 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- l o and 11.9; and 4.2 6 4 CONTRACTOR shall not be entitled to any adjustment in the Contract Price or Times if, 4—' 6 4.1. CONTRACTOR knew of the existence of such conditions at the time CONTRACTOR made a final commitment to OWNER in respect of Contract Price and Contract 'Times by the submission of a bid or becoming bound under a negotiated contract, or 4.'-,641 the existence of such condition could reasonably have been discovered or revealed as a result of any examination, investigation, exploration, test or study of the site and contiguous areas required by the Bidding Requirements or Contract Documents to be, conducted by or for CONTRACTOR prior to CONTRACTOR's making such final commitment, or 4.2.6 4 3. CONTRACTOR failed to give the written notice within the time and as required by paragraph 4.23. If OWNER and CONTRACTOR are unable to agree on entitlement to or as to the amount or length of any such equitable adjustment in the Contract Price or Contract Times, a claim may be made therefor as provided in Articles I and 12. However, OVNE'R, ENGINEER and ENGINEER's Consultants shall not be liable to CONTRACTOR for any claun6 costs, losses or damages sustained by CONTRACTOR on or in connection with any other project or anticipated project. 4.3. Mkrsical Con(fi ions --Underground Facilities: 4.3 1 Sho»n orincheated: 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. 43 1.1, OWNER and ENGINEER shall not be responsible for the accuracy or completeness of any such information or data, and 43.1.2 the cost of all of the following will be included in the Contract Price and CONTRACTOR shall have full responsibility for: (i) reviewing and checking all such information and data, (ii) locating all Underground Facilities shown or indicated in the Contract DOCximents.(iii) coordination of the Work with the owners of such Underground Facilities during construction, and (iv) the safety and protection of all such Underground Facilities as provided in paragraph 6?0 and repairing any damage thereto resulting from the Work. 4.3?. trot ShOM7 orlrtdicated: It 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, prerofly 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?3), identify the owner of such Underground Facility and EJCDC GFNFR.4t, CONDITIDNS 1910.8 1199n Fchtion i w' Cll V OF FORT COLLINS MODIFTCATIONS (REV 4f10001 give written notice to that owner and to OWNER and ENGINEER_ FNGTNEER 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 hoth, 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 1 l and 12. However, MWER, ENGINFTR 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 arc 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 Dints 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 necessanr changes in grades or locations, and shall be respo.nsible for the accurate replacement or relocation of such reference points by professionally qualified personnel. 4.5. Asbestos, PCBs, Pehwleurn, Hazardous Waste or Radioactive Material: 4.51 OAyNER shall be responsible for any Asbestos, YOBS, Petroleum. Hazardous Waste or Radioactive Material uncovered or revealed at the site which was not shown or indicated in Drawings or Specifieations or identified in the Contract Documents to be within the stole of the Work and which may present a substantial clanger to persons or property c.Kposed 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 Ibr whom CONTRACTOR is responsible. SECTION 025011 QF ANTITIESTIMATE STREET I FROM TO 608.04 60&05 608.06 688,07 608.08 608." 608,18 608.11 608.12 608.13 608.14.. 608.15 Croaspan Remove g Replace °P� 6" Walk R&R DO NSW R&R VC wl b" WaIkR&R VC NSW R&R VC Outhall Median R& CurbbR&R Barrier Curti 12" R&R Hollywood w! 6" Walk R&R Hollywood NSW. R&R Highhaek NSW R&R Pedestrian Accent; Ramp R&R Pedestrian Acres Ramp Highback R&R... SF LF LF LF LF.. LF' LF LF ,- LF LF.. SF SF AZALEACT .AZAI.EADR CDS 53W 0U0 IIOn 0.00 O,IIO 000 O1N) 3000 18On O00 12600 0.00 AZAI.LADR W. PROSPECTRO SS ON ERLAND TRAIL 30N1n1 O.INI 000 11,011 0.00 000 0.00 31500 0.00 000 000 000 HOLLYSI LARC HSNI ITOTIVA4'AY O.W1 0On O.UO 000 ifOO 0W 0Of 000 ITOO 0.00 0O0 U.00 L.\R(:I1 ST NA'PROSPECIRD .SUMAC ST IIn On (I On 000 !f_On 0On 1)00 000 138.1)U 0O0 1)DO 0DO II OR PAIAIDR Wk PROSPE(TRD S.OATRLA,ADTRAIL 11)00 1'7 00 000 0O0 000 0.00 000 000 0,00 O.IlO 0Of 0.00 R.AMSLN PECAAIT REALCT '_IROO 15200 1) DO 0Of1 Don 0,00 000 000 0On 1100 ODD 0,00 REAL IT PFC.AN_ST S. OC'ERI ANDTRAII, 000 SNAG 0,00 0.00 000 0On If DO 000 0.10 0.00 0DO 000 SUMACSI IAR('II ST SOV LELAND TRAIL 1) DO 129,00 O,UU 0On 1) DO 0OU 000 1100 1),00 000 0,00 000 PFCAN ST PALM DR S.OVERLAND (RAIL P_N,OO 135.00 000 0.00 ILW OAO Q00 182 DO 1600 0.110 7'00 000 AREA. SUB TOTAL 944.00 601A0 TOO 000 0.00 0A6 6.00.. 849410 =. 4411(1 DR, IWOO 000 r BIUEMESA .AV COLONY DR WORT[HNGTON AY 000 48On 0.00 0,00 0.00 0,00 000 0OH 0.00 0.00 000 000 CHAPARRAL DR POWDERHORN DR ROCKY MOUNTAIN WOY 17400 109,00 0.00 000 0.00 000 OAH 000 1) DO 000 1)Of 0,00 CIMARRON CT ROC KY MotNTAIN WY COS 110,00 13,04 'FAO 0,00 0OU 0.00 000 0.00 0On 0.00 NOR) 000 EAIRPLAYCT OUNNISONDR COS 000 4s00 O.UO 000 000 000 0.00 000 0.00 0DO 000 0.00 GUNNISOSDR WORTHING I ON AV CDS 54.DO 223A0 1011 0.00 000 000 0NO OUII 00H 0.00 113OR 0.00 LONGHORNCT BLUEMESAAV CDS 000 9_00 0100 000 0W 0,00 UAO 000 0.00 0.00 000 O00 PLAC'ERSI W_SWALLOW RD WORTIHNGION AV 0.00 96010 0UO 0.00 000 O,w UOf 0.00 O.IX) 000 0RD 0,0t1 RIOR POIL'DETN DR NCORTHINGI ON AN W' AGONkk I[EEL DR 000 94.00 0.00 0O0 0.0) 0H0 0,00 0OO 0.00 001) 0.00 000 ROCKYMOUNTAIN ICY WORKIIIINGTON AV SSIIIELDSST O,OO 41,00 000 OAO II00 0,00 0,00 00O 000 11UU 0On 0HH SI LV ERTI HORN DR (it ANISON DR CDS 41_00 1400 OAO 000 0,00 21ll1 TOO 0O0 0,00 000 000 0,00 TUMBLEWEED LN ROCK Y MOUNTAIN W'Y CDS -1 N) "I On 00O 0U0 000 O.00 00O 0.00 0OO 0.00 00O 0,00 "AEON"HEEL DR ROCKYMOUNTAIN W' Y COS 3000 54650 0(D 000 0.00 000 OO 000 00O 0,00 0.00 0U0 W INCHES I ER DR W:AGONW HEEL DR CDS 1On INII00 1) DO 0,00 O.W 0U0 0Of 00O 1) On 1) Of DOE 000 "ORTHINGTON A% W DRAKE RD CDS 6000 20001 7190 0ON) ODD OHO 0.00 0,00 OAO 000 320.110 0.(10 YELLOWk PINE CT ULNNISONDR CDS fill On 41.00 1101) 0O0 it On OAO I000 00O 0.00 1)00 58(9) 0.00 AREA SUB TOTAL WUlm 1ti I ,612A0 175050 LELNi 0,00 000 000 ON 000:. ROD Roo 590EN 0.08.. BRIXTONRD MES.AN'IF" I.] ITAFT HILL RD_ 000 mmm000man 000 000 O.if 0,00 0,00 000 0.00 0.00 000 0.00 GREENGATL DK W_IIARMOSYRD END ODO 3900 p.OU 0On 0.011 0.01) 0On 000 000 000 0.00 000 LOOKOLTLN TR AIL NIEW LN BRIXTONRD 1)00 2900 0On 0O0 0U0 0.00 000 000 0.00 00O 0,00 000 MES.AA'IENn CI MES.AN'1EW I END 6000 10AO 0OO 000 O,OO 0.00 TOO 000 0A0 000 0.1N) 000 MESA%IFW'LN BRIXTOARD 1800 RI. K OF M6SAV IE"LN 1LOU 4801) 000 1)00 1)00 (1 DO 000 0.00 ODO 1)On 000 000 I RAILVIFU'LN I.00KOUTLN MESAV11:% F 0OII 0.00 0,00 t100 if on 0U0 030 O,OO 0.00 If00 (100 0,00 (I.IFFSIDE CT OVERLOOKDR END 00O 1) On 0.00 (I On 0.On 0OO O.00 0.00 0O0 000 000 00O C'RESTN ff WN ' I DO ERLOOK DR END 0 OO 4000 OD(, 1) OO 1) DO 0.00 0,00 000 01N1 0U0 000 0.00 GLENVIE"CT NISTADR END 000 MOO 0On 00O 000 0000 000 00O 00O 0OU O.00 U.UO MEADOWCIEIA'CT VISTADR END IONDU 40.00 0OO 000 00O 000 0010 0.011 1100 O.INI U.00 0OO OVERLOOKDR 1','. IIARMONYRD WESTPOINI CT O,OO 11000 1700A 000 0,00 0UU 0On 100 1) DO '3800 0N1 PRAIRIEV I ENI' CT OXERLOOKDR END 0U0 Ii)On O00 0.00 000 0,00 0On 0.00 ILOO 0,00 000 SIT ERFTF Wk(I SILK ERGATE RD END 104D0 O.W fi5A00O0 0.00 0On 000 Of OR 000 160DO 0.00 S ILVERGATE RD W_HARMONY RD WESTPOIALCT 00U 35A0 000 O.00 0.00 000 0.00 O.W 0W 0.00 0.00 NIE0.POINT(T COO ERE DR END (I On 7100 0.00 21N) 0W 0.00 000 1) IN) 0.00 1) DO 000 IISTA DR SH VEEGATE RD END 000 7300 3600000 if DO 0 DO 1) DO 000 O.UU 144.00 Op0 t4'ES I POINT CT OVERLOOKDR END lox DO A00 000 O.(H) ODI1 O,OO OOU O.00 0A0 000 000 AREA SUB TOTAL 480A0 561.00 IIN_00O_ql 0.00 11 0.00 0_MI O.W 64z.tM1 0.00 TOEAL 6048AII 1 7487.50 1272A0 170.00 32811 16.00 10A0 1921.00 165.00 3107.00 714R.OD 3110A0 CONTA-ICTOR's Liabiiity Inswnnce: 5A CON 'IRACI'OR shall purchase and maintain such liability and other insurance as is appropriate for the Work being performed and furnished and as will provide protection fiom 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 perforated 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: SAL. claims under workers' compensation, disability benefits and other similar employe benefit acts, 5.42 claims for damages because of bodilv injury, occupational sickness or disease, or death of CONTRACTOR'S employees, 5.4.3. claims for damages because of bodily injury-, sickness or disease, or death of any person other than CONTRACTOR'S employees. 54-4—e4e.� ;s- a^� '�tn.:�� �^a -key--custenraiy personal- injury -IiaNfityeeverage-whieh-are smtaincx4: 4)} any- person -asa-Feauk-of-an-of€ense-direcctly o Indirectly -relatd, to ihe-employn-uchjersoR- by r CQ TT� CTGR�ii) by -any ethe+-per r for any otheer-teasetr, 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 tine 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 SA 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: SA8 include the specific covarases and be written for not less than the lmitt, of liability provided in the Supplementary Conditions or required by Laws or Regulations, whichever is greater, 5 49. include completed operations insurance, EJCDC GENERAL, CONDITIONS 1910-8 (1990 Edition) W CITY OF FORT COLI.INS MODIFICATIONS (U-V 112(100) 5.4.10. include contractual liability insurance covering CONTRACTOR's indemnity obligations under paragraphs 6-12, 6A 6 and 6.31 through 6.33, 5A 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); 54.12. 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 OWNE12 and are such additional insul-ed of continuation of such insurance at final payment and one year thereafter). O WNER's Liability Insurance: 55. In addition to insurance required to be provided by CONTRACTOR under paragiaph5.4, OWNER, at OWNER's option, may purchase and maintain at (AWNER's expense OWNER's own liability insurance as will protect OWNER against claims which may arise front operations under the Contract Documents, Proper4y In.surnnee.- 5.6. I-W-Ns othefwise pfevided in hL c .. eFjam y Conk-tions--B "INTER-mhall-..purc-hase. and-micunEain property_inyurhne�upon •'-- k-ai-th�site- 4he-ffl > rut or the fi : ep,.K,nen:9;r-thereof s��n deductible-aniounts�s- may- be vrded in the Su- T" by-Lrws-and o , lation) Thi -�halu 5.6.1. inelrd� Fhe ixtar�- e€ E364AIER; rr�n��rCrETR bubsenkeetrs, ENr'-T c'� ENGI-'EERY- Consultants -and -ally -other-persons-or titips :dl ntifi-1 in. the eaefrofwhoin is deemed to have-arrinsurable imeresE epaFl}±arid{ir-s�reia-dt:E!".sic., .;f 1:::: p:,i 'storm-tliftt L-Il Ot 1689tl at r w dim age-is}thr rk; tern ores Hu {d ngs. falsework and-Wtlrk-;;�aa:�:r- ;�''lm„-�, ra-against-at-}east 11 < - f - peFils r._ _ lightning, - este- led then e..,l 1' a I. . Yei oceasimwd_'-A�Fnent of Laws and Reguiations, A hf the e......lemen«, !' '1' mod, -=r;.:.�...,� . Stippleme 5,6,3 include_e�Tenses incurred the Fzpai replan€menk,fan} ffF fe(I-pre}>Erty- including-but-wt ar€hitdets), xf t a ]seat end tiassagreecli in -writing by that such materials Bnd h I Y Y Included rl-m 1ppheat}on for Payrije t r i€a d by+3NQPN I�R aad p"• n e1�agr��o in w £ n--- Fig tlurt�-da}°�wr+ttsr->-not,.��,rh �tkteF-addit renal inslured,4,3— "" -r ifier.cate or" "4-...amunee- rvcCn Is-UC4 �;4-. f-AVNNR-shall -.pure''„a�a--,d-maintain-suer-boiler and nlaehineFy-insurance-or-additional-pFepe-rty rtsuFarree as may be--re:,rea�e ,,... Wry-44,ond4tions-e�F Taws wK4-Regulations-whieh-win --fine-lode-the�rtterests-o€ ENEi-1NE(;-er}sulianitsand�ny-oEl+er-parsons-or-entities idantl�Ek�-Sapplem ".:.^.:.ondi.;� own i"q d;: -ea ... t-1 ..rRm-':'_"Ir'vsn-ociritC'f�fl5 art insur€d of addH aeF �SUFe tin n❑ r _i rF..and rRaintained-bv-C4V?ER in-aeeerdaa witlrpar�o aptzs- ti .owrage -afforded will- not -be ....cancelled-rr•-+}rater+ally c4,anged-err-re+ww4refuseckuntdat-4enst4hirty days prior written --notice- I� bras---beengivan--to L-and �intTn t,, ,fh�f .eetlex contain- -diver---provisiol}s..--in-- accordance ---with panigfaph 5 4+ 59. OWNER shall not be reslxmsible for purchasing and maintaining any property insurance to protect the interests of CONJRACTOlt, Subcontractors or others in the -Work Eo the- ,tom-atryyible--an}ouas @ Fleflutied in h' ° •Fi lanlentary--E'Enditierls Th. ri I c>f los' ­ th h I 'F ,J l A '1 will I I by C 3NTRe� iiub ontraet x-0 hers scalier ng y eaverage- vithin-uhe-limiter-4-sueh arno nta-eaeh-may t 'I � It} if __ ath - -' �.�^^ j -- �._ �w �.nOudej4-H-rzt 'pc^'S`-rscaxFRf?Ee I' p'�-�+-a �peFagrephs ;: Sheri'> ; `;nelttde-s}ieh-iir, nee-ai I�„t Cher€ofwill-he-»harged�o-E'FyAdTu nr-�a- T�,snu yy�y�e EJCDC GENERAL CQM)ITIONS 1910-5 (1990 E(ji[ion) to wl C1TY OF FORT COLLINS b1ODIFICATlONS lREV 4'20001 ";nnn Pnepingrit ,4 th. II' 1 h site 0 11 2-GU ,.11 +mrinng R&IS3 0NTk •T OR t h or n I seeh-other %uFatY:.;:• has been ff_e.f._„1 h.. (AVNr _ 5.11, P41wef- ( - E&- ...t,>�,n, TRz1(,-701 wit id4h..E..a{1 policies-purchased-in-aceor-dance aitlrparabraF hs--5-i3 and--3) 7 fll- t .t rnrmlzu i 0NTP_-k-T-()D l ube+intrmtfir� �ENGP E D_-----ENGR\T-ER\ Consultants -and all-other-persom-oi, entiNes-identi€ted the c pplesile.te Gend tiens 10 I r I insared. or addit finaland rage - -t .,..n,�-e.."a Clef.,....eS G SOd h h. P@FI Cl h b III $}�h-ljo4n�es-steal' GONWtCtlzi,�c""[eecz::n it th��ent of-"ent of any loss 0 der„ age th., .� ds aJ.1' l inAJ them}.., agatrrt_eael}-�jtl,��a„"a th-�„c-�._ res'p�Fii€-�ft3EEr� direeto,�phrye€s-erJ-agent}-for-all-losses-and daa;agla caused - r i€Sirii rt from any�+f the--perilsrtevared-by�uek-lxrtieiss-ancl-any othe-r--prope+ty-tetsuranc€-applleab!€- to-Ehe-Worl(,-ands in addtnon, waive a11- suelr-rights age nsE Subconkaettx�-.-_-FNGFN EEC- -Pl-Pl,EE-Rs Consu }Eants-and all -et#ter-persons-or€ntities-ident4lled in�the- Supplementary-Conditions....to-b"hste-d-as nsu eds er add t enafinsureds+tnder- such pol c es for lessethe-above wenvtTs-shdl extend- tc the-rights-that-any--porly at»ancc-�.e]d- bV -�7i lac.. as v�m.,.t�H-t..� tlmma�m': e payable underanyf. - s 1 1-"_': 4n--addit on,-4)r`W. ER ivc's--allrights against {-k_)N"TR/w subLorinacton" :fir�rnn:rn RiG efte€rs, e+ npley and_agerusef�-anv at then} -tor. 5.1 1 2 floss dui bovend 411f1 physie�4-4ees or-danreg�---to ate,.:..f4,•i--cn--rL�a---- t_`ra fire or other whether -or notinsuredby JWT R; and d I�rwGt-or part�Fhcreof-caused-by: ansing-out-of€r rasultiN- t _ I I 'S h r � t h c plakck�rol€st or-part-thereol-by-(p6CV&R dufffh Tarttnl u ilizaHen—pu scant Eo F' aph+4-}f1,_te-.._Substen4e-4'olt}�n it t- t'a�i'svri8"ham rirN'-Hjstl FFIflEt-pHliEb--tHRir}Cara!?t�t�Y-t �-rY'] ::i�-cove{}ng 4tny-1HJilia}i4age-eFcen.Sc'EtlleFltr81�$-+elEFF2d-CE}+rl�.l33S �ornttal-ass-'I�-. •.�:.ve-,..Tagit�-ol ..f Cl NT- AGT()1l C I.coraFnet dtreeiers employees and an ^r them. 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 he 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 W'ntten Am en din ent. 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 ameement among the parties in interest is reached, OWNER as fiduciary shall adjust and settle the loss with the insurers part) i3 interest;--0WTJER-as-fiduciary-shall-give--bond -for --the pFapxf-peir iunee-ofsucktduiies. Acceptance q(Bondt andlnsurance; Option to Repiace: 5.14- If11 OWNER has any objection to the coverage afforded by or other provisions of the Bends -or insurance required to be purchased and maintained by the ethef party CONTRACTOR in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the ebjectingparty-shall-srrnottfyhhe-other-party MV) ,F.R will notifyCONTRACTOR in writing within tee fifteen days after ree@" delivery of the certificates Feque-stedj to OWNER as required by paragraph 3.7, l�{STiCD .1 � lT♦TD \i„TIID L.n 1. L vs1 r.�c a£vc[''c�c=ra rz�ricZ-�c snan-tinclr pcd'r Cr¢IC „thee such *4&4 ;.;hl an•.:�•'udvFriR-ieSpBt-- -ot -brr Hs REe prtwided-;,...�., oth� reasonablv.._request -Itenher part-dues-nt�t--purshax'�,.-maimfroz-m]',�'-����=am: ... required of suer. Dcx:-utmaREs, .such -party —shall -..notify --the- other per, 1�such Fi a r,a— .. th, 1 .F ua u ,,.aui�.. ��- 't N-.m.,. «.".fin l e requ rEdc�ve n ritheuCprejud e€Yo any -other right e>remedy, the otheiz party may elect t obt i;-@l ient Bonds C)Ftli3nraRect xUtee(-3eeh-6thzFj]t1rE?rS-trtierests-af two, expense .v the PRAY whowas t-beFeE.-V-ts@sduct,oEi<sG. tiKt{ust-_t}ih @Vaegm)RkffS1181e CentraeE3�rtee-aeeExdtt ly- Partial l.tili;atiat--Property lnsurance: 5 I If OWNER finds it necessary to occupy or use a Ixxtion or portions of the Work prior to Substantial ECC GENERAL C"ONDI nONS 191 e-S 11990 Editiol0 1v CTT-Y GP FORT COt.t.[NS MODiFICAT C)NS IRE1' T'20001 Completion of all the Work, such use or occupancy may be accomplished in accordance with paragraph 14.1b, provided thatno 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 RESPONSIBILITIFS Supervision and Superintendence: 6-1- CON'IRAC"fOR 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 he solely responsible for the means, methods, techniques, sequences and procedures of cotstruction, 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. G 1 CONTRACTOR shall keep on the Work at all times during its progress a competent resident superintendent, who shall not be replaced without written notice to OWNER and ENGINEER except under extraordinary circumstances. The superintendent will be CONTRACTORS representative at the site and shall have authority to act on behalf of CONTRACTOR All communications to the superintendent shall be as binding as if given to CONTRACTOR Labor, Materials and Equipment: 6.3, CONTRACTOR shall provide competent, suitably qualified personnel to survey, lay out and construct the Work as required by the Contract Documents- CONTRACTOR shall at all times maintain good discipline and order at the site Except as otherwise required for the safety or protection of persons or the Work or property at the site or adjacent thereto, and except as otherwise indicated in the Contract Documents, all Work at the site shall be performed during regular working hours and CONTRACTOR will not permit overtime uvork or the performance of Work on Saturday. Sunday or any legal holiday without OWNER'S written consent given after prior written notice to ENGINEER. CON172ACIOR shall submit requests to the ENGINEER no less rlian 43 hours in advance of any Work to be Perlbnrrecl on Saturday Sundav, Holidays or outside the Regular Working Hours.. 6.4_ Unless otherwise specified in the General Requirements, CONTRACTOR shall furnish and assume full responsibility for all materials, equipment, labor, transportation, construction equipment and machinery, toots, 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. 6,41 ' Purchasing Restrictions CONTRACTOR must comply with the Cit3Ls purchasingrestrictions 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. 6A2Cement _Restrictions : City of Fort Collins Resolution 91-121 requires that suppliers and producers of cement or products containing cement to certify that the cement was not made in cement kilns that bum hazardous waste as a fuel. 6.5, All materials and equipment shall be of good quality and new, except as otherwise provided in the Contract Documents All warranties and guarantees specifically called tior by the Specifications shall expressly run to the benefit of OWNER If required by ENGINEER, CONTRACTOR shall furnish satisfactory evidence (including reports of required tests) as to the kind and quality of materials and equipment. All materials and equipment shall be applied, installed, connected, erected, used. cleaned and conditioned in accordance with instructions of the applicable Supplier, except as otherwise provided in the Contract Documents. Progress Schedule: 6,6. CONTRACTOR shall adhere to the progress schedule established in accordance with paragraph 2.9 as it may he adjusted from time to time as provided below= 6.6.1_ CONTRACTOR shall submit to ENGINEER for acceptance (to the extent indicated in paragraph2t)) proposed adjustments in the progress schedule that will not change the Contract Times ((it Milestones). Such adjustments will confirm generally to the progress schedule then in effect and additionidly will comply with any provisions of the General Requirements applicahle 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 ntay only be made by a Change Order or Written Amendment in accordance with Article 12. 6.7. Substitutes and "Or-P;qual" ftwnv. 6,7.1- Whenever an item of material or equipment is specified or described in the Contract OucumenLs by using the name of a proprietary item or the name of a lrarticular Supplier, the specification or description is intended to establish the type, function and quality required. .riles the specification or description FJCD('. GENERAL CONDITIONS 1910-51 990 F,inotn 12 11,(1-OF60RTCOId.INS M ODTJCATIONS( REV-12000) 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 ENGTNEER'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 EMUNTMR's sole discretion, be accomplished without compliance with some or all of the requirements for acceptance of proposed substitute items 6.7.1.2. Substitute Items: If in ENGINEER's sole discretion an item of material or equipment proposed by CONTRACTOR does not qualify, as an "or -equal" item under subparagraph 6.7.1.1, it will be considered a proposed substitute item. CONTRACTOR shall submit sufficient information as provided below to allow ENGENEER 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 wilt be identified in the application and available maintenance, repair and replacement service wilt be indicated 'rhe application will also contain an itemized estimate of all costs or credits that will result directly or indaectb, from acceptance of .such substitute, including costs of redesign and clamps of other contractors affected by the resulting change, all of which will be considered by ENGFNF,FR in evaluating the proposed substitute. ENGINEER may require CONTRACTOR to furnish additional data about the proposed substitute - 6.7.1.3. CONM-100R's Expense: All data to be provided by CONTRACTOR in support of any proposed "or -equal" or substitute item will be at CONTRACTOR'S expense 6.7.2. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence or procedure of construction is shown or indicated in and expressly required by the Contract Documents. CONTRACTOR may furnish or utilize a substitute means, method technique, sequence or procedure of construction acceptable to ENGINEER. CONTRACTOR shall submit sufficient information to allow ENGINEER in ENGINFER'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 ENGENEER will be similar to that provided in subparagraph 6.7.1.2. 6.7.3 Engineer's Evaluation: ENGINEER will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to paragraphs 6.7.1.2 and 6.7.2. ENGTNFER will be the sole judge of acceptability. No "or -equal" or substitute will be ordered, installed or utilized without ENGENEER'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's 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 6.7.1.2 and 6.7.2 and in making changes in the Contract Documents (or in the provisions of any other direct contract with OWNER for work on the Project) occasioned thereby. Whether or not ENGINEER accepts a substitute item so proposed or submitted by CONTRACTOR CONTRACTOR shall reimburse ( MrvER for the charges of ENGINEER and ENGINEER's Consultants for evaluating each such proposed substitute item - 6_8. Concerning Subcontractors, Suppliers and Others: 68.1. 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 ENGFtEER may have reasonable objection. CONTRACTOR shall not be required to employ any, Subcontractor, Supplier or other person or organization to furnish or perform any of the Work against whom CONTRACTOR has reasonable objection. FXDC GENERAL CONDITIONS 1910-5 (1990 Edihm) w CITY OF FgRT COELiNS MODIFICATIONS IRFV t/200n) 6_9. CONTRACTOR shall perform not less than 20 percent of the Work with its own forces (that is without subcontractin The 2C'rcent recuiremeg shall be understood to refer to the Work the value of which totals not less than 20 percent of he Contract Rice. 6.8 2 I° `ram �� cu k e tary 7r nd lions _Bidding Documents require the identity of certain Subcxmtractors, Suppliers or other persons or organizations (including those who are to furnish the principal items of materials or equipment) to be submitted to OWNER 1tr-adwanee- the-speei€ied date prior to the Effective Date of the Agreement for acceptance by OWNER and ENGINEER, 4rid-if N OWNER's or ENGINEER'S acceptance (either in writing or by failing to make written objection thereto by the date indicated for acceptance or objection in the bidding documents or the Contract Documents) of any-sue"ubeontractor-Supplier Or other -person -or ofg8nizzmmri—so-sofied ked-e ....,... ,.,. nn,�tita;�oc- re .,. , _the basis�reasonalale c3bjeecti<m3-atier�ltte-invc�tigeEion: ire -which -case- C'ONTRACT-OR shall--subntit an aeceptable--substiustt, Pfice-will-be adjusted-4y-the-difference in -theme' ceatsionedky such -stah•ti".,a ien a^ ^^',,.,a._on-apprept.iate-Change-Order will- be -issued -or Written Amendment -signet 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 approval is obtained from OWNER and ENGINEER. No acceptance by OWNER or ENGINEER of any such Subcontractor, Supplier or other person or organization shall constitute a waiver of any right of OWNER or ENGINEER to reject defective Work 6.9.1 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 CONTRACTOR's 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 clue any such Subcontractor, Supplier or other person or organization except as may otherwise be required by Laws and Regulation, O\, NER or ENGINEER may furnish to anv subcontractor, supplier or othei person or organization_ evidence_ ofm _-aounts paid to CONTRACTOR in accordance with CONFRAC7 OR'S "Applic ttioru for Pavment" 69: CONTRACTOR shall he solely responsible For scheduling and coordinating the Work of Subcontractors, Suppliers and other persons and organizations performing or furnishing any of the Work under a direct or indirect contract with CONTRACTOR CONTRACTOR shall require all Subcontractors, Suppliers and such other persons and organizations performing or furnishing any of the Work to communicate with the ENGINEER through CONTRACTOR 6.10. The divisions and sections of the Specifications and the identifications of any Drawings shall not control CONTRACTOR in dviding the Work among Subcontractors or Suppliers or delineating the Work to be performed by any specific trade 6.11 All Work performed for CONTRACTOR by a Subcontractor or Supplier will be pursuant to an appropriate agreement between CONTRACTOR and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of OV,NER and ENGINEER Whenevei any suchagreement is a_-Subeentmctar er--Supplier-wl is -listed --as an additierief-insured-e the -property-insuntriee-provicied-in -7—, Jre--agreement betwee"e GGNTR sC,�rnR and the .••ill centatrrprevisions-wherelw-the- Subeeti raetorL�-Supplier waives- al--.-ghds-agatut C-}WNER, CO�iTnn TOR, additiontilE{ FER,ENG�NEEI��-{,onsttltantsall-�t#�r k*ssesand 4amagea c rased -by, sue# his es andny-other prepert}'v , .a applicable -to the Work - -4f -the-in,uFets,-o.n 4ny�a es -require scpmaR •-ivef femis to be signed by any -,ubeeparszteF-or StIppliff,''^ E-T-QR-vi4c*Aatn4he same Patent Fees and Royaltiea:' 6.12. CONTRACTOR shall pay all license ties 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 Cor the payment of amlicense 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 QWNU�L ENGINEER, ENGNEGR'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 V`work or resulting from the incorporation in the Work of any invention, design, process, product or device not specified in the Contract Documents. FICDC GE.NER.C. CONDITIONS t9I0-S (1990 E(tition) t4 w/ CI TF OF FORT COtrdNS MODIFICATIONS(RL;V 1/1000) Permits: 6 13. Unless otherwise provided in the Supplementary Conditions, CONTRAC•1'OR shall obtain and pay for all construction permits and licenses. OWNER shall assist CONTRACTOR, when necessary, in obtaining such pennits and licenses. CONTRACTOR shall pay all goverrmtental charges and inspection fees necessary for the prosecution of the Work, which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement. CONTRACTOR shall pay all charges of utility owners for connections to the Work, and OWNER shall pay all charges of such utility owners for capital costs related thereto such as plant investment fees. 6.14. Laws and Regulations: 6.14.1. CONTRACTOR shall give all notices and comply with all laws and Regulations applicable to furnishing and performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, neither OWNER nor ENGINEER shall be responsible for monitoring CONTRACTORS 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 CONTRACTORS primary responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve CONTRACTOR of CONTRACTORSs obhgations under paragraph 3.3.2. Taxes 6.15 CONTRACTOR shall pay all sales, consumer, use and other similar taxes required to be paid by CONTRACTOR in accordance with the Laws and Regulations of the place of the Project which are applicable during the performance of the Work. 6.15.1. OWNER is exempt from Colorado State and local sales _and use taxes on materials to be permanentlyncorporated into the project._ Said taxes shall not be included in the Contract Price. Address Colorado Detrartment of Revenue State- Capital Annex 137S Sherman Street Denver Colorado, 80261 Sales and Use 'faxes for the State of Colorado Regional._Transt- rtation_DisTict RTllI—and certain Colorado counties are collected by the State of Colorado and are included to the Certification of Exemption. All applicable Sales. and Use Taxes (including State collected taxes) on any items other than construction and building materials physics ty inwrporated nto thg eject are to be grid by CONTRA_"IOR and are to be included in appropriate bid items. Use of Premises: 6 16. CONI [2ACTOR 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 of 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, indemnity and hold harmless OWNER, F,NGNEER, E'si iGINFER's Consultant and anyone directly or indirectly employed by any of them from and against all clauns, costs, losses and damages arising out of of resulting from any claim or action, legal or equitable, brought by any such owner or occupant against OWNER, ENGTNEER 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 Doc:uments- 6.18 CONTRACTOR shall not load nor permit any part of any structure to be loaded in anv manner that will endanger the sductuie, nor shall CONTRACTOR subject any part of the Work or adjacent property to stresses or pressures that will endanger it. Record Uocantents. F.JCDC GE?7F,RAL COM)7TJOx"S 1910-5 (1996 E(b11011) Nu CITY OF FORT COLLINS MODIFICATIONS i RF. V 112 0(10) 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 ENGNEER 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: 6.20. CONTRACTOR shall be responsible for initiating maintaining and supervising all safety precautions and programs in connection with the Work. CONTRACTOR. shall take all necessary precautions for the safety of and shall provide the necessary protection to prevent damage, injury or loss to: 6.20.1 all persons on the Work site or who may be affected by the Work, 6,20.2 all the Work and materials and equipment to be incorporated therein, whether in storage on or off the site; and 6.203. other property at the site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities and underground Facilities not designated for removal, relocation or replacement in the course of construction. CONTRACTOR shall comply with all applicable Laws and Regulations of any public body having jurisdiction for safety of persons or property or to protect them from damage; injury or loss, and shall erect and maintain all necessary safeguards for such safety and protection. CONTRACTOR shall notify owners of adjacent property and of Underground Facilities and utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation and replacement of their property. All damage, injury or loss to any property referred to in paragraphs E 202 or 620.3 excused, directly or indirectly, in whole or in txcrt, by CONTRACTOR, any Subcontractor, Supplier or any other person or organization directly or indirectly employed by any of them to perform or famish 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 ENGrSEER's Consultant or anyone employed by any of them or anyone for whose acts any of them may he liable, and not attributable, directly or indirectly-, in whole or in piiM 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 lass issued a 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 docunent the consequences of such action. 6.24. 511 op Drawings an d Samples: 6,241 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 providc and to enable Es G1NEER to review the Information for the limited purposes required by paragraph 626. 6 24.2. CON 'IRACI OR shall also submit Samples to ENGINEER for review and approval in accordance with said accepted schedule of Shop Drawings and Santple submittals. Each Sample will be identified clearly as to material. Supplier, pertinent data such as catalog numbers and the use for which intended and othervise as ENGINEER may require to enable ENGINEER to review the submittal for the limited FJCDC GENERAL. CONDTTIONS 191 e-S 0990 EMim) 16 wJ CITY OF FORT COLLINS MODIFICATIONS (RF, T_F2p00) purposes required by paragraph6.26. The numbers of each Sample to be submitted will be as specified In the. Specifications. 6,25. Submittal Procedures: 6.25.1 Before submitting each Shop Drawing or Sample. CONTRACTOR shall have determined and verified. 6,25.1.1 all field measurements, quantities, dimensions, specified performance criteria, installation requirements, materials, catalog numbers and similar information with respect thereto, 6.25.1.2. all materials with respect to intended use, fabrication, shipping, handling, storage, assembly and installation pertaining to the performance of the Work, and 6.25.1:3. all information relative to CONTRACTOR's sole responsibilities in respect of means, methods, techniques, sequences and procedures of construction and safety precautions and programs incident thereto. CONTRACTOR shall also have reviewed and coordinated each Shop Drawing or Sample with other Shop Drawings and Samples and with the requirements of the Work and the Contract Documents. 6,25.2. Each submittal will bear a stamp or .specific written indication that CONTRACTOR has satisfied CONTRACTOR's obligations under the Contract Documents with respect to CONTRACTOR's review and approval of that submittal. 625.3. 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 Doctmients, such notice to be in a written communication separate from the submittal, and, in addition, shall cause a specific notation to be made on each Shop Drawing and Sample submitted to ENGINEER for review and approval of each such variation. 6_26. ENGINEER will review and approve Shop Drawings and Samples in accordance with the schedule of Shop Drawings and Sample submittals accepted by ENGINEER as requiredi b}' paragraph 29_ 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 complete(] Project as a functioning whole as indicated by the Contract Documents_ ENGINEER's review and approval will not extend to means, methods, techniques, sequences or procedures of construction (except where a particular means. method, technique, sequence or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and approval of a separate item as such will not indicate approval of the assembly in which the item fimctions. 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 subnmittals- 627 ENGFNEER'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 writing called ENGINEER's attention to each such variation at the time of submission as required by paragraph 6.25.3 and E.NGINE.ER. 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 CONI RAC'I'OR from responsibility for complying with the requirements of paragraph 6.25.1. 6.28 Where a Shop Drawing or Sample is required by the Contract Documents or the schedule of Shop Drawing and Sample submissions accepted by ENGINEER as required by paragraph2.9, any related Work performed prior to ENGINEER's review and approval of the pertnment submittal will be at the sole expense and responsibility of CONTRACTOR. Continuing the Work: 629 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 155 or as OWNER and COV RACTOR may otherwise agree in writing. 6.30. CONTR4CTOR'.s General Warraaup and Guarantee: 6.30. L CONTRACTOR warrants and guarantees to OWNER, ENGINEER and ENGINEER's Consultants that all Work will be in accordance with the Contract Documents and will not be Cielective. CONTRACTOR's warranty and guarantee hereunder excludes dcfects or damage causal by. 6.301.1 abuse, modification or improper maintenance or operation by persons other than CONTRACTOR. Subcontractors or Suppliers, or 6,30.1 2. normal wear and tear under normal usage. 6.30,2- CONTRACTOR's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute_ None of the following wilt constitute an acceptance of \cork that is not in E%'Du GENERA(. CONDITIONS 1910-S 1199io Edil ionl w! (In OF FORT C'.OLLINS MOUTICATiCNS uU.r' 4'200tA accordance with the Contract Documents or a release of CON'TRACTOR's obligation to perform the Work in accordance with the Contract Documents. 630.2.1. observations by ENGINEER 63Q2.2. recommendation of any progress or final payment by ENGTNEER, 630,23. the issuance of a certificate of Substantial Completion or any payment by O't NER to CONTRACTOR under the Contract Documents- 630.2 4. use or occupancy of the Work or any part thereof by OWNER, 6.30.25. any acceptance by OWNER or any failure to do so, 630.26 any review and approval of a Shop Drawing or Sample submittal or the issuance of a notice of acceptability by ENGINEER pursuant to paragraph 14.13; 6.302.7. any inspection, test or approval by others; or 630.'2.8. any correction of defective Work by OWNER, Indemnification: 6.3L To the fullest extent permitted by Laws and Regulations, CONTRACTOR shall indemnify and hold harmless OWNER, ENGINEER, ENGMER's Consultants and the officers, directors, employees, agents and other consultants of each and any of them from and against all clams, costs, losses and damages (including, but not Invited 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, Icss or darmage: (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 there&om, 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, rcgardless 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 an_% and all claims against OWNER or ENGINEER or any of their respective consultants, agents, officers, directors or employees by any employee (or the sun ivor or personal representative of such employee) of CONTRACTOR, any, Subcontractor, any Supplier, any person or organization directly or indirectly employed by 17 any of them to perform or furnish any, of the Work or anyone for whose acts any of them may be liable, the indemnification obligation under paragFaph 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 paragraph6.31 shall not extend to the liability of ENGINEER and ENGLNITR's Consultants, officers, directors, employees or agents caused by the professional negligence, errors or omissions of any of them. Survival of Obligations: 6.34 All representations, indemnifications, warranties and guarantees made in, required by or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion and acceptance of the Work and termination or completion of the Agreement. ARTICLE 7--OTHER WORK Related Work at Site: 7.1. OWNER may perform other work related to the Project at the site by OWNF,R'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 thee fact that such other work is to be performed was not noted in the Contract Documents, then. (i) written notice thereof will be given to CONTRACTOR prior to starting any such other work and (ii)CONTRACTOR may make a claim therefor as provided in Articles 1 I and 12 if CONTRACTOR believes that such performance will involve additional expense to CONTRACTOR or requires additional tune and the parlies are unable to agree as to the amount or extent thereof 7.2 CONTRACTOR shall atlord 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 OA:kN-ER'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 suchother 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 shad not endanger any work of others by cutting, excavating or otherwise altering their work and will only cut or alter then 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 [lie extent that there are comparable EJCDC GFN-FRAL C-ONDI TI ONS 191 a-8 f 1990 F,Iilmo IR rc'C7TY OF FORT COLIANS h10DIFICATI0N5 jREVl.200o) provisions for the benefit of CONTRACTOR in said direct contracts between OWNER and such utility owners and other contractors 7.3_ If the proper execution or results of any part of CONTRACTOR's Work depends upon work performed by others under this Article 7, CONTRACTOR shall inspect such other work and promptly report to ENGINF,F,R in writing any delays, defects or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of CONTRACTOR's Work CONTRACTOR's failure so to report will constitute an acceptance of such other work as fit and proper for integration with CONTRACTOR's Work except for latent or nonapparent defects and deficiencies in such other work, Coordination: 7.4, If OWNER contracts with others for the performance of other work on the Project at the site, the following will be set forth in Supplementary- Conditions: 7.4.1 the person, fine or corporation who will have authority and responsibility for coordination of the activities among the various prime contractors will be identified; 7A.2the 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.L 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 whein- -E I-Tn A„r�—r�kest -rafrsorminro`�_caac;`n, whose status under the Contract Documents shall be that of the former ENGINEER 8.1 OWNER call furnish the data required of OWNER under the Contract Documents promptly, and shall make payments to CONTRACTOR promptly when they are due as provided in paragraphs 14 4 and 14.13_ 84 OWTER's duties in respect of providing Iands and casements and providing engineering surveys to establish reference points are set forth in paragraphs 4.1 and 4.4. 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 SEC FION 112500 QU.ANTFUO F.STIMA1"E STREET FROM TO 608./6 608.17 1 60818 608.131 608.22 608.23;, 608.24 Truncated Dome 21 x 21 - (z'r29 t FlR&R R&R t F9atwork R&R Replace F9atwork t" Add; Depth Concrete pavement 8^R&R Kiley hpptnark 8" R&R... Expansion , & Gaalking.. SF SF SIR SF SF SP LF AZALEA CT AZALEA DR CDS 900 000 100 O.W 0,00 000 9.W N741LADR N'. PROSPECT RD S. OVERLAND TRAIL 0(1( 100 ().00 0.00 000 O.00 9(O IIOLLYST ILARCI IPit .I.V Nk AY U.(Il 1100 1111 100 000 II(( (LOOP L4 RCII ST %k PR(1SPECI RD SUMAC ST II00 11(II 100 1()It 0ON) 000 1) NO PALM DR 0.'_PROSPECT RD SOA'FRI AND 'IRAIL 000 0.00 00(1 0.011 0.00 000 0.00 RAMSLN AN ST REAL( I 1)00 0(I0 1)00 O.IN) 0.00 000 O.W REAL CT PFCA,N ST S. 0\ FRI. AND TRAIT. 01111 1)00 000 O.W 100 0110 O.W SUMAC ST LARCH ST S. DV ERLAND TRAIL 1)(( 101 0.00 0W 000 0.00 13.W PECAN ST PALM DR ISOVERLAND TRAIL 900 1100 000 LAI) 000 0.00 9.00 .AREA SUB TOTAL 1 16(00 000 .0,00 000 0.00. -O:W 40.00. BLUE MESAAA COLONY DR W'ORTHINGTON .AV 000 000 100 O.W 0.00 000 1300 CHAPARRAL DR POA4'DERHORN DR ROCKY MOUNTAIN WY OIN1 1)00 100 E00 000 ().00 0 W ('IMARRO%CT ROCKY MOIL NT MN A CDS 8.00 000 1)00 100 (LOOP OW IR.W FAIRPI.AY("T (it NNISON DR CDS 100 01Ill 000 001) 000 0.00 11,00 GUNNISONDR W UR I I II,NGTON AV CDS 800 100 (100 000I 0.00 1),00 1150 LONGHORNCT 131. LIE MFSA AA CDS 0.0) 000 1)00 O.IN) 1100 000 001) PLACERST U'_SWALLOU'RD WOR?IINGTON .A% 000 U00 100 ON) 0.00 000 0.NO POIADERHORN DR WORTHINGTON AP U'AGONW HELL DR (1.00 1100 000 1100 0.00 0W 0.W ROCKY MOUNTAIN WY WORTHINGTON AN .S-SHIELDS ST 1100 001) 100 (100 000 000 QW SILVERTIIORN DR GUNNISOSDR CDS 0.00 0.00 000 000 0(NO 0.00 000 TO: MBLEWEED LS ROCKY MOWT AI_N WY CDS 000 000 0.00 1IN) OAR 0.00 000 0.'AGONWHEEL DR ROCKY MOILN'TAN W', CDS GOO 0.00 3600 0,00 0.00 000 0.W W IN(HESTER DR WAGONWHEEL DR CD.S O00 11(N0 OW FIX) 000 000 0to WORTHINGTON AV W_DRAKE RD CDS 16 NO 0,00 0.00 000 000 000 31,00 YFLLUW PINE CT GUNNISONDR CDS 000 0O) 0.00 00O 0.00 1 000 AREA SUB TOTAL N I ( 31:00 000. 360ff. 000.. 000 ;: LRF 8350 BRIXTONRD MESAVIEWLN !AFT HILL RD. 0.00 0.00 000 0W 1_00 000 F00 GREFNGA'fE DR " HARMONYRD END 000 U00 O.(0 OW 000 PRO ZW LOOKOUT I_N TRAIL VIFW LN BRIXTON RD (I 100 0.00 100 000 0.00 0 NO MISA%IEW(T MESAVIEN'LN END 011( 0.00 0,00 0(N) 000 0()1) O.W MESAVIER'LN BRIXIONRD 1800 BLK OF MESA% IEW I S 0,00 ROL 000 0.W 0(O 000 7.W TRAILVTF lk LN LOOKOUTLN MESAVIEW ITS 0.00 000 000 0W 000 000 0W CI.IFFSIDE CI OVERLOOK DR END 000 000 000 OW 0U0 000 0.W CRESI VII'N'CI OVERIDOE DR END 0.PU 100 000 000 000 p.00 01NI III FNN TER'CT VISI'ADR END U.()II 0,00 0.00 (11 0.00 1)00 1 0.00 MEADOR'V'IERk CT VISTA DR END 0,00 1000 (1 O.W 011( 0.00 0.00 OVERLOOKDR W HARMONY RD Nk EST POINT C1 8.00 WO 000 (OW 1)00 000 2IW PRAIRIE%IEU'C OVERLOOKDR END 100 1)00 ().(0 1) 00 0,00 000 0,00, SI1F%ERA II:N'C'T SILVER(ATE RD END 16,00 1IN) 0.00 1100 000 0.00 2100 SHA ERGATE RD 1' HARMONY RD WESI POINT CT (100 U00 9.00 0W 0.00 (11ID '1.W I IEUpOINI CT (AERLOOKDR END 100 11110 111(( 0NO 0(NO 0,00 00) <FT.ADR Sit %FRGATE RD END 800 0.00 1)W OIN) 100 000 _18W W ESTPOIN I(I OVERLOOKDR ENU 1)011 000 Z0111) 1100 L00 ODO 0W AREA SUB TOTAL 32.W 000 19IN) O.W U.W 0.4N1 105.00 TOTAL 9Z800 91%.ql 15469.00 1 504.W 1 1170.00 1 1747 N I135.IN/ structures at or contiguous to the site that have been utilized by ENGINEER in preparing the Contract Documents. g..- ( .,�,ir ER's responsibilitiesr eat -Ana -""fit,"" n naa {erth-trrpttrag "spas`-5-tkreugjr5:I0} 8.6. 0%UNER is obligated to execute Change Orders as indicated in paragraph 10.4. 8.7 01A7VER's responsibility in respect of certain inspections, tests and approvals is set forth in paragraph 134 8.8, In connection with OWNER's right to stop Work or suspend Work, see paragraphs 1310 and 15A Paragraph 15.2 deals with OWNTTR's right to terminate services of CONTRACTOR under certain circumstances - 8-9, The OWNER shall not supervise, direct or have control or authority over, nor be responsible for, CONTRACTOR's means, methods, techniques, sequences or procedures of construction or the safety precautions and programs incident thereto, or for any failure of CONTRACTOR to comply with Laws and Regulations applicable to the furnishing or performance of the Work. OWNER will not be responsible for CONTRACTOR's failure to perform or furnish the Work in accordance with the Contract Documents. &IG W ER respensbility-n respee of -undisclosed ,Asbestos,-SCEs;eroleunr I3nzur loos -1ST: or Radioactive atetaRL9 area /vcI4TTorrevealed—at the .site is set -forth in-pamgraph-� �. 11. T4'and &Aent tliST s agreed to farrir,L L'OFdT�lI1Rr�><;rwble-�vi�-thal--firtnnsiel ar-tmigentents--have- been mace- satisfy— OWNER's responsibility irt-respect thereof will -be asset -truth -in the Suppkntemat=y- Conditions. ARTICLE 9--E:NGINEER'S STATUS DURLNG CONSTRUCTION OJIAER's Representative: 9.1 ENGINEER will be OWNER's representative during the construction period. 'rhe 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 ENG WEER. I Isits to Site: 9.2. ENGINEER will make visits to the site at intervals appropriate to the various stages old construction as ENGINEER deems necessary in order to observe as an experienced and qualitiecd design professional the progress that has been made and the quality of the various aspects of CONTI ACTOR'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. ENGTNEER'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 OWNF,R against defective Work. ENGMER's visits and on site observations are subject to all the limitations on ENGINEER's authority and responsibility set forth in paragraph 9.13, and particularly, but without limitation, during or as a result of ENGINEER's on -site visits or observations of CONTRACTOR's Work ENGINEER will not supervise, direct, control or have authority over or be responsible for CONTRACTOR'S means, methods, techniques, sequences or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of CONTRACTOR to comply with Laws and Regulations applicable to the 1uunishing or performance of the Work. I'reject Representative: 93, If OWNER and ENGINEER agree, ENGINEER will furnish a Resident Project Representative to assist FNGFNEER in providing more continuous observation of the Work. The responsibilities and authority and limitations thereon of anv such Resident Project Representative and assistants will be as provided in paragraphs93 and 9.13 and--ir>—the—Supp'.,etema,T Conditions of these General Conditions. If OWNER designates another representative or agent to represent OWNER at the site who is not EN GINEER's Consultant, agent or employee, the responsibilities and authority and limitations thereon of such other person will be as provided in paragraph 9.3 9.3-1, The Representative's dealings in matters ep rtainina to the on -site work will, in eeneral, be with the ENGEVEER and CONTRACTOR. But, the Retresentative will ._keep the OWNER _properly advised about such matters. _The Representative's deautas with lsubcontractors will only be throu>?h or with the the full_kn9_wtedge and app CONroval_ yf he 9:32 Duties and Responsibilities Representative will. 9..3 11. Schedules - _ Review the progress EA'DCGENF,RAL ('ONIATIONS 1910-3 t990 Fcktoul 19 %/ MY OFFORT ('.gLANS Nt011IFICATIO?IR(REV-i2iWMi schedule and other schedules prepared by the CONTRACTOR and consult with the ENGINEER. concerning_ acceptability 9_3_.22. Conferences and MeetingAttend meeting_with the CONTRACTOR such as preconstruction conferemxs, progress meetings and other Lob _conferences and irepare__and circulate copies of minutes of meetings 93.2.3 Liaison 9.3.2.3.1 Serve as FNGfNFER'S liaison with CONTRACTOR, working principally through CONTRACTOR'S superintendentto assist the CON T PACT CR_ in _ unders , the Contract Documents. 9.3.2.32. Assist in obtaining from OW, ER additional details or information when required, for proper execution of the Work. 9.3.2.3.3. Advise the ENGINEER and CONTRACTOR of the commencement of any Work rec�uirmg a Shop-- Draw irte or sample submission if the submission has not been ip roy ved by the ENGMFR 9.3.2.4.Review of Work Rejection of Detective Work, Inspections and Tests - 93 14.1 Conduct on -site observations of the Work in progress to assist the h'NGNEER in determining that the ttiork is proceeding in accordance with the Contract Documents. 93 2,4.3 Accompany visiting inspectors representing public or other agencies having Jurisdiction over the Pro c[ racord the results of these inspections and report to the. ENGINEER Q t'_.S _ Interpretation of Contract Docwments.. Report to E_NGINFER when clarifications and interpretations of the Cantract Documents are needed and transmit to CONTRACTOR cltnficalion and interpretation of the Contract Documents as issued by the ENGIN LER. 93.2.6 Modifications. Consider and evaluate CONTRACTORS suLz estions for EJCDC GEN ERAI, CC, NDI Ti OTIS t 910 4 (1990 Editwii ) 20 w CITY OF PORT COLLIN$ MGDiFrCATIONS IRFV 92000) modification in Drawings or Specifications and report these recommendations to ENUTNEER. Accurately transmit to CONTRACTOR decisions issued by the ENGINEER. 932.7 Records_ l._. Maintain at the Representative's orderly_ _files _ concerning Work 9.32.7.3.Record names, addresses and telephone numbers of all CONTRACTORS, subcontractors and major suppliers of equipment and materials 9.3.2.8 ,Re ep rts. 9.3.2.8.1, Furnish ENGINEER periods reports. as required, of the progress of the Work and of the CONTRA('TOR'S coat il�e with the )roans schedule and schedule of shop --Ling and same submittals. 9.3.2.82. Consult with ENGINEER in advance of scheduling major tests. instctions or start of important phases of the Work- 93.2.8.3. Draft proposed Change Orders and Work Directive Changes, obtaining backup material from the CUNTRACTOR and recommend to ENGINEER Change Orders Work Dhective Changes and field orders. 932.8A, Report inunediateh- to ENGINEER and OWNER the occurrence of anv accident,. 9.3.29_ Payment Recasts. Review applications for navime at with CONTRACTOR for cgmpliance with the established Droceduro for their submission and £orwanl with reccmmcndatign to ENGINEER, noting, particularly the relationship of the payment requested to the schedule of value, work completed and _materials and equi ment delivered at the site but not incorporated in the Work. 93.2.10 Completion. 9.3.2.10.1. Before ENGINEER issues a Certificate of Substantial Completion sulnnit to CONTRACTOR a list of observed items_ requiring correction or completion. 9.3.2.10.2, Conduct final inspection in the company of the ENGINEER, QWNER and CONTRACTOR and —pre pare a final list of items to be corrected or completed. 93,2,103. Observe that all items on the final list have been corrected or comnleted and make recommendations to_ ENGINEER concerning acceptance. 93 3 Limitation of Authority _The Re rp esentative_shall not Limitation - 9 3.3_1. Authorize anv deviations from the Contract Documents _or_ accept any substitute materials or equipment unless authorized by the ENGINEER. 9.3.3,2. Exceed limitations of ENGINEER'S authority as set forth in the Contract Documents 9.3.3.3. Undertake anv 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,_ tee igues,_ se quences q ences _ or Procedures for construction unless such is s ecificala lv called for in the Contract Documents. 9_335. Advise on or issue directions regarding or assume control over afe precautions and pre3ams in connections with the Work. 0 3.3.6. Accept Shop Draw ngs or sample submittals from anyone other than the CONTRACTOR. 93.3.7, Authorize OWNER to occupy the IN, wk n whole or in part. 9.3.3,8_ _Particinate in Tecial_ized_ field or laboratory tests or inspections conducted by others e_xcept._ as specificaally. authorized _ by the ENGINEER. Clarifications and Interpretations: 9-4- ENGINEER will issue with reasonable promptness such written clarifications or interpretations of the EJCDC GF.AIERAL CONDITIONS 1910-8 11990 Editioi0 wl CIrY OF FORT COLLINS MODIFICAT10NS f7UiV-1R000) 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 Tunes and the parties are unable to agree to the amount or extent thereof, if anv, OWNER or CONTRACTOR may make a written claim therefor as Provided in Article I or Article 12, .-authorized variations in Work: 9-s. 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 I I or 12. Rejeefing Defective ff,ork. 9.6, ENGINEER will have authority to disapprove or reject Work which ENGINEER believes to be defective, or that ENGINEER believes will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. ENGINEER will also have authority to require special inspection or testing of the Work as provided in paragraph 13.9, whether or not the Work is fabricated, installed or completed. Shop Drawings, Change Orders and Payments 9.7. In connection with ENGINEER's authorit ° as to Shop Drawings and Samples. see paragraphs 6.24 t aouah F 28 inclusive 9 8. In connection with ENGINEER's authority as to Change Orders, see Articles 11-1, 11. and 12- 9.9- In connection with ENGINEER's authority es to Applications for Payment see Article 14. Deterntinationsfor Unit Pikes 9.10. ENGINEER will determine the actual quantities and classitimhons of I mt Price Woik performed by CONTRACTOR- ENGINEER will review with CONTRACTOR the ENGINEER's prekminary determinations on such matters before rendering a written decision thereon (by recommendation of an Application for Payment or otherwise)- EN'GINEHR's written decision thereon will he final and binding upon OWNER and CONTRACTOR, unless, within ten days after the date of anv such decision, either OWNER or CONI'RAC1'OR delivers to the other and to ENGINEER written notice of intention to appeal from ENGTNEER's decision and: i) an appeal from ENG INFER's decision is taken within the tune limits and in accordance with the procedures set forth in Exhibit GC -A, 'Dispute Resolution Agreement", entered into between OUINER and CONTRACTOR pursuant to Article 16, or (6) 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 ENUINEIa'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. F,NGrNEER 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 periiming to the performance and furnishing of the Work and claims under Articles I 1 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 claunant 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 FNGINEER and the claimant within thirty days after receipt of the claimant's last submittal (unless ENGNEER allows additional time) - ENGINEER will render a formal decision in writing within thirty days after receipt of the opposing party's submittal, if 'my, 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 ENGINEERS decision is taken within the time limits and in accordance with the procedures set Iorth 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 ENGNEER's written decision is delivered by OWNER or CONTRACTOR to the other and to ENGINEER within thirty days alter 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 I,aws and Regulations within sixty days of the date of such F.TCD('CENF,RAL CC)NT)FnuDIs 1910-8(1990 Fatiou) -- ticCFrl OF FORT COLLINS NtODTFIC"ATTONS(RLV 1/2000) decision, unless otherwise agreed in writing by OWNER and CONTRACTOR. 9-12, When functioning as interpreter and judge under paragraphs 9.10 and 9 11, ENGINEER will not show partiality to OWNER or CONTRACTOR and will not be liable in connection with any interpretation or decision rendered in good faith in such capacity. The rendering of a decision by ENGINEER pursuant to paragraphs 9.10 or 9.11 with respect to any such claim, dispute or other matter (except any which have been waived by the making or acceptance of final payment as provided in paragraph 14.15) will be a condition precedent to an)' 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-pursuant—t tee 9.13. Limitations on ENCIATER'.s Authority and Responsibilities: 9.13.1. Neither FNGINEER'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 ENGNFEER 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. ENGNEER 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 famish 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, anv Supplier, or of any other person or organization performing or famishing 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 certiticrites of inspections, tests and approvals that the results certified indicate compliance with, the Contract Documents. 9.13.5. The limitations upon authority and responsibility set forth in this paragraph 9.13 shalt also apply to ENGINEERS Consultants, Resident Project Representative and assistants_ ARTICLE 10--CHANGES IN THE WORK 10.L Without invalickatirag the Agreement and without notice to any, surety, OWNER may, at any time or from time to time, order additions, deletions or revisions in the Work- Such additions, deletions or revisions will be authorized by a Written Amendment, a Change Order, or a Work Change Directive. Upon receipt of any such document, CONTRACTOR shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). 10.2. If OWNER and CONTRACTOR are unable to agree as to the extent, if any, of an adjustment in the Contract Price or an adjustment of the Contract Times that should be allowed as a result of a Work Change Directive, a claim may be made therefor as provided in Article I 1 or Article 12. 103_ 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 intended, modified and supplemented as provided in paragraphs 3.5 and 3.6, except in the case of an emergency as provided in paragraph 6.23 or in the case of uncovering Work as provided in paragraph 13 9. 10.4. OWNER and CONTRACTOR shall execute appropriate Change Orders recommended by ENGINEER (or Written Amendments) covering. 10.4.1, changes in the Work which are (i) ordered by OWNER pursuant to paragraph 10, L (it) required because of acceptance of defective Work under paragraph 13.13 or correcting defective Work under paragraph 13.14, or (.in) agreed to by the parties, 10.4.2. changes in the Contract Price or Contract Times which are agreed to by the parties, and 10.43_ 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 Gont 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 schedufe as provided in paragraph 6.29. 10 s If notice of any change affecting the general scope of the Work or the provisions of the Contract Documents UMC GENERAL CONDITIONS t 910-8 (1990 E,hh x ) w; CITP OF FORT CDLL[N9 MODIFICATIONS (RriV 11d(i00) (including, but not limited to, Contract Price or Contract Times) is required by the provisions of any Bond to be given to a surety, the giving of any such notice will be CONI'RACTOR's responsibility, and the amount of each applicable Bond will be adjusted accordingly. 10.6 By the execution of a Change Circler, Work Change _Directive _-or Written Agreement, OWNER and CONTRACTOR expressly acknowledge and agree that said Change Order, Work Change Directive or Written Agreement provides for a_fear and equitable adjustment in the Contract Price and/or Contract Times for the additions deletions or revisions in the Work as authorized by said Change Order, Work Chann�rective or Written Agreement OWNER and CONTRACTOR further expressly acknowledgand e agree that claims for adjustments to the Contract Price andlor Contract Times covered by a Chance Order, Work Change Directive or Written Agreement are not valid. ARTICLE 11--CIIANGE OF CONTRACT PRICE I1.1_ The Contract Price constitutes die total compensation (subject to authorized adjustments) payable to CONTRACTOR for pertorming 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. I L2. 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 slmall be delivered within sixty days after the start of such occurrence or event (Unless ENGINEER allows additional tune 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 Much the claimant is entitled as a result of said occurrence or event All claims for adjustment in the Contract Price shall be deternned by ENGINEER in accordance with paragraph 9_11 if OWNER and CONTRACTOR cannot otherwise agree on the amount involved. No claim for an adjustment in the Contract Price will be valid if not submitted in accordance with this paragraph 11 2 11 3. The value of any Work covered by a Change Order or of any claim for an adjustment in the Contract Price will be cletermined as follows- 11.3.1 where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items invoked (subject to the provisions of ,I paragraphs 119.1 through 11.9.3, inclusive), 11.32. 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 nut necessarily in accordance with paragraph 11.6.2); 11 _3 3_ where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum is not reached under paragraph 11.3.2, on the basis of the Cant of the Work (determined as provided in paragraphs 11.4 and 11.5) plus a CONTRACTORS fee for overhead and profit (determined as provided in paragraph 11.6). Cost of Work: 11.4_ "1 he tens Cost of the Work means the sum of all costs necessarily incurred and paid by CONTRACTOR in the proper performance of the Work. Except as otherwise may be agreed to in writing by OWNER, such costs shall be in amounts no higher than those prevailing in the locality of the project, shall include only the following items and shall not include any of the costs itemized in paragraph 11.5. 11.4.1. Payroll costs for employees in the direct employ of CONTRACTOR in the performance of the Work under schedules of job classifications agreed upon by OWNER and CONTRACTOR. Such employees shall include without limitation superintendents, foremen and other personnel emploved 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 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 ancf-ret-irernent benefits, bonuses, stek leave, vaeFitien anti holiday pa) applicable thereto_ The expenses of perforating Work after regular working hours, on Saturday, Sunday or legal holidays, shall be included in the above to the extent authorized by OWNER. 11.4.2. Cost of all materials and equipment furnished and incorportted 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 fads with CONTRACTOR with which to make payments, in which case the cash discounts shall accrue to OWNER. All trade discounts, rebates and retunds and returns from sale of surplus materials and equipment shall accrue to OWNER and CONTRACTOR shall make, provisions so that they may be obtained. 11.4.3. Payments made by CONTRACTOR to the Subcontractors for Work perforated or fumished by Subcontractors. If required by OWNER, �� EJCDCGFNERAL CONDITIONS 19le-8 i1990Editiwp to CTY OF FORT COLLINS MODIFICATIONS (RFV 42000) CONI'RACPOR shall obtain competitive bids front Subcontractors acceptable to OWNER and CONTRACTOR and shall deliver such bids to OWNF'R 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 CONTRAC 'fOR's Cost of the Work and fee as provided in paragraphs 114, 11.5, 11.6 and 11.7 All subcontracts shall be subject to the other provisions of the Contract Documents insofar as applicable_ 11.4.4. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys and accountants) employed for services specifically related to the Work. 11.4.5 Supplemental costs including the following: 11.45.1. The proportion of necessary transportation, travel and subsistence expenses of CONTRACTOR's employees incurred in discharge of duties connected with the Work. 11.4.5.2 Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office and temporary facilities at the site and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost less market value of such items used but not consumed which remain the property of CONTRACTOR. 11.4.5.3 Rentals of all construction equipment and machinery and the parts thereof whether rented from CONTRACTOR or others in accordance with rental agreements approved by OYVNER with the advice of ENGINEER, and the costs of transportation loading, unloading, installation, dismantling and removal thereof --all in accordance with terms of said rental agreements. The rental of any such equipment, machinery or parts shall cease when the use thereof is no longer necessary for the Work_ 11.4,-S4. Sales, consumer, use or similar taxes related to the Work, and for which CONTRACTOR is liable, imposed by Laws and Regulations_ 11.4.5.5. Deposits lost for causes other than negligence of CONTRACTOR, any Subcontractor or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses_ 1 143 6_ Losses and damages and related expenses) causal by damage to the Work, not compensated by insurance or othetu ise, sustained by CONfRAC 'FOR 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.), 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 CON'rRACTOR's 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 11.6.2, 11.4.5.7_ The cost of utilities, fuel and sanitary facilities at the site. 11.4.5.5. 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. 1 1.4.59. Cost of premiums for additional Bonds and insurance required because of changes in the Work. 1 L5_ 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, attomeys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks and other personnel employed by CONTRACTOR whether at the site or in ('(MRACTOR's principal or a branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in paragraph 11.4.1 or specifically covered by paragraph 11 A 4--all of which are to be considered administrative costs covered by the -O ACTOR's fee. I I5.2 Expenses of CONTRACTOR's principal and branch offices other than CONnIZACTOR's oft -ice at the site I 1 S 3 Any part of CONTRACTOR's capital expenses, including interest on CONTRACTOR'S capital employed for the Work and charges against CONTRACTOR for delinquent payments. 11 5.4. Cost of premiums for all Bonds and for all insurance whether or not CONTRACTOR is required by the Contract Documents to purchase and maintain the same (except for the cost of premiums covered by subparagraph 11.4S.9 ahove). FJCDC GENERAL CQNDM ONS 1910 9 ❑ 990 EJitiiml w/ C1'n OF FORT COLLINS MCID1FiCATIONS IREV 4/2001)j 11.5.5. Costs due to the negligence of CONTRACTOR, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied and making good anc damage to property. 1155. Other overhead or general expense costs of any kind and the costs of any item not specifically and expressly included in paragraph 114 11.6_ The CONTRACTOR's fee allowed to CONTRACTOR for overhead and profit shall be determined as follows. 11.6,1. a mutually acceptable fixed fee; or 11.62. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work. 11.6.2.1, for costs incurred under paragraphs 11.4.1 and 1 LA 2, the CONTRACTOR's fee shall be fifteen percent; 1 1.62.2. for costs incurred under paragraph 1 I.4.3, the CONTRACTOR's fee shall be five percent, 11.6.2.3, where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon the intent of paragraphs 11.4A, 11.4.2, 11.4 3 and 11.6.2 is that the Subcontractor who actually performs or furnishes the Work, at whatever tier, will be paid a fee of fifteen percent of the costs incurred by such Subcontractor under paragraphs 11.4.1 and 11.4.2 and that any higher tier Subcontractor and CONTRACTOR will each be paid a fee�of-€ive percent -of the—anh',Ur -paid-3o the next lewzFt er Subecnkacr; to be negotiated in good faith with the OWNER but not to exceed five percent of the amount paid to the next lower tier Subcontractor. I1.02.4. no tee shall be payable on the basis of costs itemized under paragraphs L 1.4.4, 11.4.5 and I I S; 11 625. the amount of credit to be allowed by CONTRACTOR to n-VNER 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 CON '1'RACTORs fee by an amount equal to five percent of such net decrease; and 11.6,26 when both additions and credits are involved in any one change, the adjustment in CON'FRACTOR's tee shall be computed on the basis of the net change in accordance with paragraphs 11.62.1 through 11.6.2S, inclusive. 11 7 Whenever the cost of any Work is to be ^i determined pursuant to paragraphs 11.4 and 11.5, CONTRACTOR will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in form acceptable to ENGINEER an itemized cost breakdown together with supporting data. Cash Allowances: 11 A_ It is understood that CONTRACTOR has included in the Contfact Price all allowances so named in the Contract Documents and shall cause the Work so covered to be furnished and performed for such sums as may be acceptable to OWNER and ENGINEER CONTRACTOR agrees that - 11.8_l. the allowances include the cost to CON RACTOR (less any applicable trade discounts) of materials and equipment required by the allowances to be delivered at the site, and all applicable taxes, and I 8.2. CONTRACTOR's costs for unloading and handling on the site, labor, installation costs, overhead, profit and other expenses contemplated for the allowances have been included in the Contract Price and not in the allowances and no demand for additional payment on account of any of the foregoing will he 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 corespondingly adjusted_ 11.9. UnitPrice JI'ork: 11_9.1. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the established unit prices for each separately iclentified 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 Ivrformed by CONTRACTOR will be made by ENGINEER it accordance with paragraph 9.10. I I o 1 Each unit price will be deemed to include an amount considered by CONTRACTOR to be adequate to cover CONTRACTOR's overhead and profit for each separately identified item_ 11.9.3.ObU1\1ER or CONTRACTOR may make a claim for an adjustment in the Contract Price in accordance with Article 11 if. 11 9.3.1. the quantity of any item of Unit Price Work performed by CONTRACTOR differs materially and significantly Crom the estimated quantity of such item indicated in the Agreement, FJMC GENERAL COxi)1TIONs 19111-S 11990 Editions 26 W OTY" C1F FORT CO7,r,INS MSDiR[CA'rI%iNs (REV-1I'_pG0) and 11,9 3 2- there is no corresponding adjustment with respect to any other item of Work, and 119.3.3. if CONTRACTOR believes that CONTRACTOR is entitled to an increase in Contract Price as a result of having incurred additional expense or OWNER believes that OWNER is entitled to a decrease in Contract Price and the parties are unable to agree as to the amount of any such increase or decrease. 119.3.4 CONTRACTOR acknowledges that the OWNER has the right to add or delete items in the Bid of chance 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. ,U2TICEE 12--CIIANGE OF CONTRACT TIMES 12.1, The Contract Times (or Milestones) may only be changed by a Change Order or a Written Amendment. Any claim for an adjustment of the Contract 'Times (or Milestones) shall be based on written notice delivered by the party making the claim to the other party and to ENGINEER promptly (but in no event later than thirty days) after the occurrence of the event giving rise to the claim and stating the general nature of the claim. Notice of the extent of the claim with supporting data shall be delivered within sixty days after such occurrence (unless ENGINEER allows additional time to ascertain more accurate data in support of the claim) and shall be accompanied by the claimant's written statement that the adjustment claimed is the entire adjustment to which the claunant 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 tI 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 121, 12 2 -All time limits stated in the (`ontract 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 Nhlestonas) due to delay beyond the control of CONTRACTOR, the Contract Turves (or \hlestones) 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 Article7, fires, floods, epidemics, abnormal weather conditions or acts of (3od. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of CONTRACTOR. 124_ 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 Tunes for 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 by 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 other contractors performing other work as contemplated by Article 7_ ARTICLE 13—TESTS AND INSPECTIONS; CORRECTION, RENIOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.1. Notice ofDefeets: prompt notice of all defective Work of which OWNER or ENGINEER have actual knowledge will be given to CONTRACTOR. All defective Work may be rejected corrected or accepted as provided in this Article 13 Access to Work: 13.2. OWNER ENGINEER, 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 reasonablttimes 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 an d lnspeetions 13.3_ CONTRACTOR shall give ENGINEER titnely notice Areadiness of lha Work for all required inspections, tests or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. 13A. OWNER shall employ and pay for the services of an independent testing laboratory to perform all inspections, tests or approvals required by the Contract Documents except: 13 4.1 _ for inspections, tests or approvals covered by paragraph 135 below; I 1 42. that costs incurred in connection with tests or inspections conducted pursuant to paragraph 13.9 FICDC. CFNFRAI, CONDITIONS 1910-8 (1990 Edam) n1, CITY OF FORT COLLINS wIgDIFICATIONS (REV t120001 below shall be paid as provided in said paragraph 13.9, and 13A3. as otherwise specifically provided in the Contract Documents. 13.s. If Laws or Regulations of any public body having urisdiction 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 ENGINEER's acceptance of materials or equipment to be incorporated in the Work, or of materials, mix designs, or equipment submitted for approval prior to 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 FNGINEER, be uncovered for observation. 13.7. Uncovering Work as provided in paragraph 13 6 shall be at CONTRACTOR's expense unless CONTRACTOR has given ENGINEER timely notice of CONTRACTOR's intention to cover the same and ENGINEER has not acted with reasonable promptness in response to such notice. Uncoveting Ilork: 13_8_ If any Work is covered contrary to the written request of ENGINFER it must, if requested by FNODNEER be uncovered for ENGTNEER's observation and replaced at CONTRACTOR's expense. I3.9_ If ENGINEER considers it necessary or advisable that covered Work be observed by ENGINEER or inspected or tested by others, CONTRACTOR, it E.NMNEER'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, flunishing all necessary labor, material and equipment. If it is found that such Work is defective, CONTRACTOR shall pay all clams, costs, losses and d niages caused by, arising out of or resulting from such uncovering, exposure, observation, inspection and testing and of satisfactory replacement or reconstruction, (including but not linined to all costs of repair or replacement of workkof 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. 11, however, such Work is not found to be ckleclwe, CONTRACTOR shall be allowed an increase in the Contract Price or an extension of the Contract Times (or Milestones), or both clirCCtlV attributable to such 27 uncovering, exposure, observation, inspection, testing, replacement and reconstruction, and, if die parties are unable to agree as to the amount or extent thereof, CONTRACTOR may make a claim therefor as provided in Articles I and 13. OIVNER play Stop the YVork: 1310- 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 one year two year 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 ObUNER, remove it from the site and replace it with Work that is not defective, and (ii) satisfactorily correct or remove and replace any damage to other Work or the work of others resulting therefrom. If CONTRACTOR does not promptly comply with the terms of such instructions, or in an emergency where delay would cause serious risk of loss or damage, OWNER may have the defective Work corrected or the rejected Work removed and replaced, and all claims, costs. losses and damages caused by or resulting from such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by CONTRACTOR_ 1.3.122.In special circumstances where a particular item of equipment is placed in continuous service before Substantial Completion or all the Work, the correction period for that item may start to run fiom an earlier bate if so provided in the Specifications or by Written Am endm cot. 13113. `,%'here defective `,Nark (and damage to other �F F.KD('GFTERAL CONDITIONS 19111-8(1990 E,ium) iv C1"rY OF FORT COLLINSMODIFICAT10M QtFiV-1 �20OoI 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 are year two _years after such correction or removal and replacement has been satisfactorily completed Acceptance of Defective Rork: 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 he 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 If the acceptance occurs after such recommendation, an appropriate amount will be paid by CONTRACTOR to OWNER - OWNER May Correct Defective Work: 13.14. If CONTRACTOR fails within a reasonable time after written notice from ENGINEER to correct defective Work or to remove and replace rejected Work as required by ENGINEER in accordance with paragraph 13.11- or if CONTRACTOR fails to perform the Work in accordance with the Contract Documents, or if CONTRACTOR fails to comply with any other provision of the Contract Documents, OWNER may, after .seven days' written notice to CONTRACTOR, correct and remedy any such deficiency- In exercising the rights and remedies under this paragraph OWNER shall proceed expeditiously. In connection with such corrective and remedial action, OWNER may exclude CONTRACTOR from all or part of the site, take possession of all or part of the Work, and suspend CONTRACTOR's services related thereto, take possession of CONTRACTOR's tools, appliances, Construction equipment and machinery at the site and incorporate in the Work all materials and equipment stored at the site or for which OR'VER has paid CONTRACTOR but which are stored elsewhere. CONTRACTOR shall allow OWNER, OWNERS 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 chums, costs, losses and damages incurred or sustained by OWNER in exercising such rights and renmedies 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 unahle to agree as to the amount thereof, (-MNER may make a claun therefor as provided in Article 11. Such clears. costs, losses and