Loading...
HomeMy WebLinkAboutBID - 7222 ASPHALT OVERLAYFm City of �`�'-ort Collins �, Purchasing ADDENDUM No. 2 SPECIFICATIONS AND CONTRACT DOCUMENTS Description of BID 7222 Asphalt Overlay OPENING DATE: 3:00 PM (Our Clock) April 8, 2011 Financial Services Purchasing Division 215 N. Mason St. 2"" Floor PO Box 580 Fort Collins, CO 80522 970.221.6775 970.221.6707 fcgov.com/Purchasing To all prospective bidders under the specifications and contract documents described above, the following changes and additions are hereby made: • The bid date had been changed to April 8, 2011 Two additional line items have been added to the bid schedule. Item No. 630.00, Construction Zone Traffic Control, has been added to the Base Bid and also for the Bid Alternate 1. ALL TRAFFIC CONTROL to perform the work depicted in the bid documents shall be provided as a lump sum unit cost basis. Exhibit 1 — Revised Bid Schedule as of 4/1 /2011 Please contact John Stephen, CPPO, LEED AP, Senior Buyer at (970) 221-6777 or jstephen@fcgov.com with any questions regarding this addendum. RECEIPT OF THIS. ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN RECEIVED. Addendum 2 Page 1 of 3 7222 Asphalt Overlay SECTION 2500 QUANTITY ESTIMATE S'raeH'r FRUAI "1'O Adj. & Re lute T'a P P Sec lion V- Uax Tyler 685Q 14" V- bus llu partlexto'dy (part unlY) Tyler 6860, 16" V-Lux "rap Sectiwl w/u Lid (pan only) Tyler 686U, 26" V-Uux Tap Beckon w/u Lid (Purl only) 'r0ta1 Vulvc Box Replacement Adjust NIH 24" Adjust Special MII > 24" Adjust MII Ring w4" <3 <_24" <3" Adjust III /Lug 24" >3 Q4" >3" - Units KA EA EA RA EA EA EA EA EA S LIiMAY AVE EIIARMONY RD HURSF.TOOTH RD _'.UO 2.00 4.00 4,00 Arco SuL'Iblal QW 2.00 000 0.00 2.00 4.U0 LL00 i.W 0.W BOARUN',LLK DR LANDINGS UR EIIARA10NY RD ILW ILUU LINDEN ST Area Sub T.Ial 0,00 0.00 0.00 0.00 0,00 ILW U.W 0On I100 LINDEN ST JEFFERSON ST VINE DR S.Ua 4.00 Area Sub'I'uw1 5.U0 ODU 0.W QUU 0.00 000 4W U.00 0.00 W DRAKE IZD SCOI.I.1;GE AVE MEADOWLARK AVE 13.00 Y.1111 WHEATON DR Aru Sub'1'wu1 0.00 0.00 UDU 0.00 QUO I3.UU 9.00 U.00 U.UU WIIRA ION DR ISLIi61AY AVE: Ii HARMONY RD 13.OU Arc. Sub'ralal 000 0.00 000 0.00 0.00 13.00 0.00 O.W 000 CONIFER ST NCOLLEGE AVE NLEMAY AVE Ism HAMPSHIRE SQUARE Arco Sub Tmal O.OU 0.00 0DO am 0.00 IEW O.W OW QW VALLEY FORGLAVE S TAET 1111.1. RDHAMP$HIRE RD 3.00 Il Abll'SHIk1i SQUARE VALLEY FORGE. AVE VALLEYFORGE AVI 3.00 VALLEY FORGE AVEIPFOL) IIAMPSIIIRE RD IIAMPSIIIRE SQ 4.00 TOOTH ROAD ArcaSub "1'uw0 0.00 1 000 n,11U 0.01J 000 10.011 ILW 0ao 0,00 E I IOIIS L"100111 ROAD IC011.170E AVE ITIMBERLINE RD O.OU 0.00 5.00 3.00 100 7 00 8.00 7.00 Area Sub'WIDI U.OR 0.00 5,00 3.W 200 TWO 8.00 7.00 0,W FIR l'NER ROAD EI RILUY RD NORTH FND 1.00 LEXINGTON GREEN Ares'us '1'uml 0,00 000 O.OU 0-00 Q00 1.00 O.W O.W ODa SHEFFIELD CIR F & W VALLEY FORCE AVE SHEFFIELD CIRW 3.00 WINUSORCOURT 1 CONSTITUTION AVE. JEAST END 4.U0 rA, A I I AICIIING r Are. Sub l'N.1 U.UU U.UO 0ou O.UU 0.00 7.1U O.W U.W U.UO GRAND 'IT'i ON PL ZIC.GI.lilt ItU MESA VERDE ST Y FLLOWSI'ONE CIR IDIRAND 11 ION H. ENO AaroSub rued 0.00 000 IL011 000 0.00 u(0 0.00 000 IJ,1111 Addendum 1 Page 7 of 11 7222 Asphalt Overlay 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 panagraph6.31 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 onpruzation undc:T workers' compensation acts, disability benefit acts or other employee benefit acts. 6.33. The indemnification obligations of CONTRACTOR under paragraph6.31 shall not extend to the liability of ENGINEER and ENGINIEER's Consultantts. officers, directors, employees or agents caused by the professional negligence, errors or omissions of any of than. Se. rivaf of Obligations: 6.34. All representations, indemnifications, warranties and guarantees made in required by or given in accordance with the Contact 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 Refaced Work at Sue: 7.1. OWNER may perform other work related to the Project at the site by OWNER's own forces, or let other direct contracts therefor which shall contain General Conditions similar to these, or have other work performed by utility owners. If the fact that such other work is to be performed was not noted in the Contact 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 time and the parties are unable to agree as to the amount or extent thereof. 7.2. CONTRACTOR shall afford each other contractor who is a party to such a direct contract and each utility owner (and OWNER, if OWNER is performing the additional work with O Wi 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 such other work and shall properly connect and coordinate the Work with theirs Unless otherwise provided in the Contact Documents. CONTRACTOR shall do all cutting. fitting and patching of the Work that may be required to make its several parts come together properly and integrate with such other work. CONTRACTOR shall not endanger any work of others by cutting, excavating or otherwise altering their work and will only cut or alter their work with the written consent of LNG rN-EER and the others whose work will be affected. The duties and responsibilities of CONTRACTOR under this paragraph are for the benefit of such utility owners and other contractors to the extent that there are comparable Ex oC aL\*aLA . coNorno, s t v cos (1990 Edna) IS WrlrvofroarCOtttsSxtooirtCATtouS (REV 4f-000) provisions for the benefit of CONTRACTOR in said direct contracts between OWNER ER and such utility owners and other conuactom 7.3. If the proper execution or results of any part of CONTRACTOR's Work depends upon wort: performed by others under this Article 7, CONTRACTOR shall inspect such other work and promptly report to ENGINEER at 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 Reject at the site, the following will be set forth in Supplementary Conditions: 7.4.1. the person, firmor corporation who will have authority and responsibility for coordination of the activities among the various prime contractors will be identified; 7.4.2, . the specific matters to be covered by such authority and responsibility will be itemized: and T4.3. the extent of such authority and responsibilities will le provided. Unless otherwise provided in the Supplementary Conditions, OWNER shall have sole authority and responsibility in respect of such coordination. ARTICLE 8—OWNER'S RESPONSIBILITIES 8.1. Except as otherwise provided in these General Conditions, OWNER shall issue all communications to CONrRL\GTOR through F',ii GWEER 8.2. In case of termination of the employment of ENGINEER, OWNER shall appoint an engineer against whom-EOAF-FR-�FOl�makas-no-reaw»ablr-objex:ticm whose status under the Contact Documents shall be that of the former L•'NGI4EER S3. OWNER shall famish 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. S.4. OWYER's duties in respect of providing lands and easements and providing engineering surveys to establish reference points are set forth in paragraphs 4.1 and 4.4. Paragraph i.'_ 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 BID 7222 - Asphalt Overlay Page 86 of 266 structures at or contiguous to the site that have been utilized by ENGINEER in preparing the Contract Documents. Fork-impera�aphs-.i-through-i-c0: 8.6. OWNER is obligated to execute Change Orders as indicated in paragraph 10.4. 8.7. OWNER's responsibility in respect of certain inspections, tests and approvals is set forth in paragraph 13.4. 8.8. In connection with OWNER's right to stop Work or suspend Work, see paragraphs 13.10 and 15.1. Paragraph1>2 deals with OWNER's right to term irate services of CONTRACTOR under certain circumstances. 8.9. The OWNER shall not supervise, direct or have central 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 CONTRAcrOR's failure to perform or furnish the Work in accordance with the Contract Documents. Atshe...,.. Ix-o.. o-...d..., v,,M.,1_. - nl_..._ Radiecietive,Materials uneoveid-er-revealed"aEthe-site-is 8.11. Vand to the extent GlXNER has agreed !a iian4sh atrMg2menE5—hnVd-622r--mfldb—EO—SaI151;i—�i�x`4EPc5 t>erer--urkte�, t Daeume.. rasponsibility-irt-raspaeFtheraof-wilt-ba-ns-seEforh-in-ilia Supplamantary-6ortdiEions- ARTICLE 9-ENGI[IFR'S STATUS DURLN'G CONSMUCTIOi\ 0 "1 ER'sRepresentative: 9.1. ENGINEER will be OWNER's representative during the construction period. The duties and responsibilities and the limitations of authority of ENGINEER as OtWi ER's representative during construction are set forth in the Contract Documents and shall not be extended without written consent of OWNER and ENGLNEER. Digits to Site: 9.2. ENGINEER will make visits to the site at intervals appropriate to the various stages of construction as ENGINEER deems necessary in order to observe as an experienced and qualified design professional the progress EICDCOENERAL CONDITIONS 191" (1990 Editim) wi CITY OF FORT COLLI1S MODIFICATIONS tREV 4C000j that has been made and the quality ofthevarious aspects of COINTRACTOR'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 uupections to check the quality or quantity of the Work. GNG=, R's efforts will be directed toward providing for OWNER a greater degree of confidence that the completed Work will conform generally to the Contract Documents. On the basis of such visits and on - site observations, ENGINEER will keep OWNER informed of the progress of the Work and will endeavor to guard OWNER against defective Work. ENGINEER's visits and on -site observations are subject to all the limitations on ENGINEER's authority and responsibility set forth in paragraph 9.13, and particularly, but without limitation, during or as a result of ENGINEER's on -site visits or observations of CONTRACTOR's Work ENGINEER will not supervise, direct, control or have authority over or be responsible for CONTRACTOR's means, methods, techniques, sequences or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of CONTRACTOR to comply with Laws and Regulations applicable to the furnishing or performance of the Work. Project Representative: 9.3. If OWNFR and ENGINEER agree, ENGINEER will furnish a Resident Project Representative to assist ENGINEER in providing more continuous observation of the Work. The responsibilities and authority and limitations thereon of any such Resident Project Representative and assistants will be as provided in paragmphs9.3 and 9.13 and in the S.__1............. Conditions of these General Conditions. If OWNER designates another representative or agent to represent OWNER at the site who is not ENGINEER's Consultant, agent or employee, the responsibilities and authority and limitations thereon of such other person will be as provided in the Stippletnentfify Gamlitions MMgMph_9.J 9.3.1. The Representative's dealings in matters pertaining to the on -site work will, in general, be with the ENGINEER and CONTRACTOR But. the Representative will keep the OWNER M eerrl_v advised about such matters. The Representative's deali= with subcontractors will only be through or with the full knowledge and approval of the CONTRACTOR 9.3.2. Duties and Responsibilities. Representative will: 9.3.2.1.Schedules - Review the progress 19 BID 7222 - Asphalt Overlay Page 87 of 266 schedule and other schedules prepared by the CONTRACTOR and consult with the R4MEER concerning acceptability. 9.3.2.2. Conferences and Meeting - Attend Meeting with the CONTRACTOR such as preconstruction conferences, progress meeting,}s and other iob conferences and prepare and circulate copies of minutes of meetings. 9.33:3. Liaison 93.2.3.1. Serve as F\rGINEER'S linison with CONTRACTOR, workirm principally through CONTRACTOR'S superintendent to assist the CONTRACTOR in understanding the Contract Documents. 9.3.2.3.2. assist in obtaining kom OWNER additional details or infomtation, when. reca red, for proper execution of the Work. 9.3.2.3.3. Advim the FNG WEER and CONTRACTOR of the commencement of anv Work requiring a Shop Drawing or samnle submission if the submission has not been approved by the ENGINEER 9.3.2.4.Review of Work- Reiction o' Qefective Work, Inspections and'rests - 9.3.2.4.1. Conduct on -site obscrvations of the Work in progress to assist the ENGINEER in dctcmtining that the �V'ork is nroc�cding in. accordance with the Contract Documcnts. 9.3.? 4.3. Accompanyyisitina- e'v ctors representing public or other agencies having jurisdiction over the Proiect record the results of these inspections and report to the ENGRgEER 9.3-2.5. Interpretation of Contract Documents. Report to ENGLNE•ER when clanfications and interpretations of the Contract Documents are needcxl and transmit to CONTRACTOR clarification and interpretation of the Contract Documents as issued by the 9.3.2.6. Modifications. Consider and evaluate CONTRACrOR'S suggestions for 7(1 EICDCOEMR.AL CONDITIONS I9I 8 (1990 ESaiul) rc/Cl FYOF FORT COLLI\%MODIFICA"rIONS(REV-Ir?OOO) modification in Drawings or Specifications and report these recommendations to ENGINEER. Accurately transmit to CONTRACTOR decisions issued by the ENGIi LEER 9.3.2.7. Records, CONTRACTORS, subcontractors and ma'ol r supplicrsof cquipmcm and materials 9.3.2.8.1. Furnish ENGINEER ep riodic reports, as required, of the progress of the Rork and of the CONTRACTOR'S cgmpliancc wit t to grogrus �chedult and schedule of shop Drawing and sample submittals. 93:2.5:2. Consult with EDiCIi:R—in advance of sehedulir% maior tests, inspectionns or start of imponant phases of the Work 9.3.^.8.I Draft proposed Change Orders and Work Directive ChanLsz obtaining backup material from the CONTRACTOR and recommend to ENGINEER Chaney Orders. Work Directive Charges and field orders 9.32.8.4. Report immediately to GNGLT(ELR and OWNER the occurrence of any accident. 9.3.2.9. Payment Requests. Review applications for [nvncnt with CONTRACTOR for corn lip ance with the established procedure for their submission and fonvard with recommendation to BID 7222 - Asphalt Overlay Page 88 of 266 ENGINEER noting particularly the relationship of the payment requested to the schedule of values, work completed and materials and %jig2ent delivered at the site but not incomurate l m the Work. 9.3.2.10. Completion. 9.3.2.10.1. Before ENGINEER issues a Certificate of Substantial Completion. submit to CONTRACTOR a list of observed items reouiriniz correction or comoletion 9.3.2.10.2. Conduct final inspection in the company of the ENGINEER. OWNER and CONTRACTOR and prepare a final list of items to be corrected or completed. 9.32.10.3. Observe that all items on the final list have been corrected or completed and make recommendations to ENG rNEER concemim neeepmnee. 9.3.3. Limitation of Authority: 'rhe Representative shall not: 9.3.3.1. Authorize am• deviations from the Contract Documents or .accept any substitute materials o[ equjpmen4 unless authorig(dUythe ENGINEER. 9.3.33. Exceed limitations of ENGINEER'S authority as set forth in the Contract Documents. 93.3.3. Undertake any of the responsibilities of the CONTRACTOR Subcontractors or CONTRACTOR'S su erint i nt, 93.3.4. Advise on or issue directions relative to, or assume control over any aspect of the means, methods, techniques, sequences or tedures for construction unless such S sifcally called for in the Contract Documents. 9.3.3.5. Advise on or issue directions regarding or assttme control over safety precautions and pIgizrnms in connections with the Wort:. 9.3.3.6. :accept Shoo Drawing or sampe submittals from anvone .other than the CONTRACTOR 9.3.3.7_ Authorize OWNER to occupy the Work in whole or in part. 9.33.8. Participate in specialized Field or laboratory tests or inspections conducted by others except as specifically authorized by the ENGINEER Clarifications and Interpretations: 9.4. ENGINEER will issue with reasonable promptness such written clarifications or interpretations of the EJCDC cENER.u. CONDITIONS 19104 (1990 Edtim) «i ary or FORT cvtu. s MODIFIC.Anovs (REV •tr-000) 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 an OWNER and CONTRACTOR_. If OWNER or CONTRACTOR believes that a written clarification or interpretation justifies an adjustment in the Contract Price or the Contract Times and the parties are unable to agree to the amount or extent thaeoll if any, OWNER or CONTRACTOR may make a written claim therefor as provided in Article I I or Article 12. Authorizer! Variations in Work: 95. ENGINEER may.authorizc 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 beaccomplished 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 Orderjustities an adjustment in the Contract Price or the Contract Times and the parties are unable to agree as to the amount or extent thereof, OWNFR or CONTRACTOR may make a written claim therefor as provided in Article I 1 or 12. Rejecting Defective {York: 9.6. ENGINEER will have authority to disapprove or reject Work which ENGINEER believes to be defective, or that ENGMEER. believes will not produce a completed Project that conforms to the Contract Documents or that will prejudice.thc integrity of the design concept of the completed Project as a functioning whole as indicated by thc.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 ENGENEER's authority as to Shop Drawings and Samples, see paragraphs 6.24 through 6.23 inclusive. ' .S. In connectionwith ENGMER's authority as to Change Orders, see Articles 10. 11, and 12. 9.9. In connection with ENG[NEER's authority as to Applications for Payment, see Article 14. Determinations for Unit Prices 9.10. ENGINEER will determine the actual quantities and clas�ific:ations of Unit Price Work performed by CONTRACTOR. ENGINEER will review with CONTRACTOR the ENGINF.ER's preliminary determinations on such matters before rendering a written decision thereon (by recommendation of an Application BID 7222 - Asphalt Overlay Page 89 of 266 for Payment or otherwise): ENGINEER's written decision thereon will be final and binding upon OWNER and CONTRACTOR unless, within ten days after the date of any such decision, either OWNER or CONTRACTOR delivers to the other and to ENGINEER written notice of intention to appeal from ENGNEER's decision and (i) an appeal from ENGNEER's decision is taken within the time limits and in accordance with the procedures set forth in Exhibit GC -A, "Dispute Resolution cement", entered into between OWNER and CONTRACTOR pursuant to Article 16, or (ii) if no such Dispute Resolution Agreement has been entered into. a formal proceeding is instituted by the appealing party in a forum of competent jurisdiction to exercise such rights or remedies as the appealing party may have with respect to ENGINEER's decision, unless otherwise agreed in writing by OWNER and CONTRACTOR Such appeal will not be subject to the procedures of paragraph 9.11. Decisions on Disputes• 9.11. FNGNEF.R will be the initial interpreter of the - requirements of the Contract Documents and judge of the acceptability of the Work thereunder. Claims, disputes and other matters relating to the acceptability of the Work or the interpretation of the requirements of the Contract Documents pertaining to the performance and furnishing of the Work and claims under Articles 1 I and 121 in respect of changes in the Contract Price or Contract Times will be referred initially to ENGINEER in writing with a request for a formal decision in accordance with this paragraph. Written notice of each such claim, dispute or other matter will be delivered by the claimant to ENGNEER and the other party to theAgreement 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 b: submitted to F.NGMI ER and the other party within sixty days after the start of such occurrence or event unless ENG11,TEER 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 EN•GNEER and the claimant within thirty days after receipt of the claimant's last submittal (unless ENGINEER allows additional time). E�1a GINEER will render a formal decision in writing within thirty days alter receipt of the opposing parry's submittal. if any, in accordance with this paragrapli ENGENTEER's written decision on such claim• dispute or other matter will be final and binding upon OWNER and CONTRACTOR unless: (i) in appeal from E:I GNEER's decision is taken within the time limits and in accordance with the procedures set forth in EXHIBIT GC -A. "Dispute Resolution Agreement', entered into between OWNER and CONTRACTOR pursuant to Article 16. or (ii) if no such Dispute Resolution Agreement has been emered into, a written notice of intention to appeal from ENGNEER's written decision is delivered by OWNER or CONTRACTOR to the other and to NGINEER within thirty days after the date ot• 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 part)- may have with respect to such claim, dispute or other matter in accordance with applicable Laws and Regulations widen siety days of the date of such EtCDC OENFRAL CONDMONS 19 1 os (1990 E6600) �= e•ICITY OF FORT ODLLI NSUODIFICATIONS(REV 4r1000) decision4. unless otherwise agreed in writing by OWNER and CONTRACTOR 9.12. When functioning as interpreter and jute under paragmphs9.10 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 DJGINEER pursuant to paragraphs 9.10 or 9.11 with respect to any such claim, dispute or other matter (except any which have been waived by the making or acceptance of final payment as provided in paragraph 14.15) will be a condition precedent to any exercise by OWNER or CONTRACTOR of such rights or remedies as either may otherwise have under the Contract Documents or by Laws or Regulations in respect of any such claim, dispute or other matter -p t to 4e-16. 9.13. Limitations on EVGINEER's Authority and Riuponsihitities.• 9.1J.1. Neither F.AIGINEER's authority or responsibility under this Article 9 or under any other provision of the Contract Documents nor any decision made by ENGINEER in good faith either to exercise or not exercise such authority or responsibility or the undertaking, exercise or performance of any authority or responsibility by ENGINEER shall create, impose or give rise to any duty owed by ENGINEER to CONTRACTOR, any Subcontractor, any Supplier, any other person or organisation, or to any surety for or employee or agent of any of them. 9.13.2. Ea-NGNMP will not supervise, direct, control or have authority over or Ix 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 Burnish the Work in accordance with the Contract Documents. 9.13.3. ENGINEER will not be responsible for the acts or omissions of CONTRACTOR or of any Subcontractor, any Supplier, or of any other person or organization performing or furnishing any of the Work. 9.13.4. ENGINEER's review of the final Application for Payment and accompanying documentation and all maintenance and operating instructions, schedules. guarantees, Bonds and certificates of inspection, tests and approvals and other documentation required to be delivered by par¢gaph W.12 will only be to determine generally that their content complies with the requirements of, and in the case of certificates of inspections, tests and approvals that the results certified indicate compliance with the Contract Documents 9.13.5. The limitations upon authority and BID 7222 - Asphalt Overlay Page 90 of 266 responsibibty set forth in this paragraph 9.13 shall also apply to ENGINEER's Consultants, Resident Project Representative and assistants. ARTICLE 10—CIMNGES IN THE WORK 10.1. Without invalidating the Agreement and without notice to any surety. OWNER may, at any time or from time to time, order additions, deletions or revisions in the Work. Such additions, deletions or revisions will be authorized by a Written Amendment, a Change Order, or a Work Change Directive. Upon receipt of any such document, CONTRACTOR shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). 10.2. If OWNER and CONTRACTOR are unable to agree as to the extent, if any, of an adjustment in the Contract Prig; or an adjustment of the Contract 'Times that should be allowed as a result of a Work Change Directive, a claim may be made therefor as provided in Article I I or Article 12. 10.3. CONTRACTOR shall not be entitled to an increase in the Contract Price or an extension of the Contract Tunes with respect to any Work performed that is not required by the Contract Documents as amended, modified and supplemented as provided in paragraphs 35 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 (at Written Amendments) covering: 10.4.1. changes in the Work which are.() ordered by OWNER pursuant to paragraph 10.1, (u) required bemuse of acceptance of defective Work under paragraph 13.13 or correcting defective Work under paragraph 13.14, or (iii) agreed to by the parties-, 10.4.2. changes in the Contract Price or Contract Times which are agreed to by the parties: and 10.4.3. changes in the Contract Price or Ccntract Times which embody the substance of any written decision rendered by ENGINEER pursuant to paragraph 9.1 1; provided that, in lieu of executing any such Change Order, an appeal may be take[ from any such decision in accordance with the provisions of the Contract Documents and applicable Laws and Regulations, but during any such appeal. CONTRACTOR shall carry on the Work and adhere .to the progress schedule as provided in paragraph 6.29. 10.5. If notice of any change affecting the general scope of the Work or the provisions of the Contract Documents EJCDC GENERAL CONDITIOM 19104 (1990 Edtim) %,/ CITY OF FORT COLLINS MODIFICATION$ (REV-10000) (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 arty such notice will be CONTRACTOR's responsibility, and the amount of each applicable Bond will be adjusted accordingly. ARTICLE l l—C IG%-NG E OF COtN'TR;\CP PRICE 11.1. The Contract Price constitutes the total compensation (subject to authorized adjustments) payable to CONTRACTOR for performing the Work. Nl duties, responsibilities and obligations assigned to or undertaken by CONTRACTOR shall be at CONTRACTOR's expense without change in the Contract Price. 1l 2, The Contract Price may only be changed by a Change Order or by a Written Amendment. Any claim for an adjustment in the Contract Price shall be based on written notice delivered by the party making the claim to the other parry 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 shalt be delivered within sixty days after the start of such occurrence or event (unless ENGINEER allows additional time fir claimant to submit additional or more accurate data in support of the claim) and shall be accompanied by claimant's written statement that the adjustment claimed covers all known amounts to which the claimant is entitled as a result of said occurrence or event All claims for adjustment in the Contract Price shall be determined by Ir IGLV-EER in accordance with paragaph 9.l 1 if OWNER and CONTRACTOR cannot otherwisc 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. 113. The value of anv Work covered by a Charge Order or of any claim for an adjustment in the Contract Price will be determined as follows: 11.3.1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of 23 BID 7222 - Asphalt Overlay Page 91 of 266 paragraphs 11.9.1 through 11.93. inclusive); CONTRACTOR shall obtain competitive bids from Subcontractors acceptable to OWNER and 11.3.2. where the Work involved is not covered by CONTRACTOR and shall deliver such bids to unit prices contained in the Contract Documents, by a OWNER who will then determine, with the advice of mutually agreed payment basis, including lump sum ENGINEER which bids, if any, will be accepted. If (which may include an allowance for overhead and any subcontract provides that the Subcontractor is to profit not necessarily in accordance with be paid on the basis of Cost of the Work plus.a fee, paragraph 11.6.2); the Subcontractor's Cost of the Work and fee shall be determined in the same manner as CONTRACTOR's 11.3.3. where the Work involved is trot covered by unit Cost of the Work and fee as provided in prices contained in the Contract Documents and paragraphs 11.4, 11.5. 11.6 and 11.7. All agreement to a lump sum is not reached under subcontracts shall be subject to the other provisions of paragraph 113.2, on the basis of the Cast of the Work the Contract Documents insofar as applicable. (detetmned as provided in paragraphs 11.4 and 11.5) plus a CONTRACTOR's fee for overhead and profit 11.4.4. Costs of special consultants (including but (determined as provided in paragraph11,6). not limited to engineers, architects, testing laboratories. surveyors, attorneys and accountants) Cost ofAe IVork: employed for services specifically related to the Work. 11.4. The term Cost of the Work means the sum of all costs necessarily incurred and paid by CONTRACTOR in 11.4.5. Supplemental costs including the following: the proper performance of the Work. Except as otherwise may be agreed to in writing by OWNER, such costs shall 11.4.5.1. The proportion of necessary be in amounts no higher than those prevailing in the transportation, travel and subsistence expenses of locality of the Project, shall include only the following CONTRACTOR's employees incurred in items and shall not include any of the costs itemized in discharge of duties connected with the Work. paragraph 11.5: 11:4.5.2. Cost, including transportation and 11.4.1. Payroll costs for employees in the direct maintenance. of all materials, supplies, employ of CONTRACTOR in the performance of the equipment, machinery, appliances, office and Wort: under schedules of job classifications agreed temporary facilities at the site and band tools not upon by OWNER and CONTRACTOR. Such owned by the workers, which arc consumed in the employees shall include without limitation performance of the Work, and cost less market superintendents, foremen and other personnel value of such items used but not consumed which employed full-time at the site. Payroll costs for remain the property of CONTRACTOR employees not employed full-time on the Work shall be apportioned on the basis of their time spent on the 11.4.5.3. Rentals of all construction Work. Payroll costs shall include but -not be limited to.. equipment and machinery and the parts thereof salaries and wages plus the cost of fringe benefits whether rented from CONTRACTOR or others in which shall include social security contributions, accordance with rental agreements approved by unemployment, excise and payroll tares, workers' OWNER with the advice of LNGLNEER and the compensation, health and -retirement benefits; —bonuses; costs of transportation. loading, unloading, sieIt leave. yaeatien and holidayapplicable thereto. installation, dismantling and removal thereof ill The expenses of performing Work after regular in accordance with terms of said rental working hours, on Saturday. Sunday or legal holidays, agreements. The rental of any such equipment, shall be included in the above to the extent authorized machinery or parts shall cease when the use by OWNER thereof is no longer necessary for the Work. 11.4.2. Cost of all materials and equipment furnished 11.4.5.4. Sales, consumer, use, or similar taxes and incorporated in the Work, including costs of related to the Work, and for which transportation and storage thereof, and Suppliers' field CONTRACTOR is liable, imposed by Laws and services required in connection therewith All cash Regulations. discounts shall accrue to CONTRACTOR unless OWNER deposits funds with CONTRACTOR with 11.4.55. Deposits lost for causes other than which to make payments, in which case the cash negligence of CONTRACTOR any discounts shall accrue to OWNER. All trade Subcontractor or anyone directly or indirectly discounts, rebates and refunds and returns from sale of employed by any of them or for whose acts any surplus materials and equipment shall accrue to of them may be liable, and royalty payments and OWNER and CONTRACTOR shall make provisions fees for permits and licenses. so that they may be obtained. 11.4.5.6. Losses and damages (and related 11.4.3. Payments made by CONTRACTOR to the expenses) caused by damage to the Work, not Subcontractors for Work performed or furnished by compensated by insurance or otherwise, sustained Subcontractors. If required by OWNER, by CONTRACTOR in connection with the EJCDC GENERAL CONDITIONS 1910 8 (1990 EAitim ) =� W CITY OF FORT COLLI NS MODIFICATIONS(REV V-7000) BID 7222 - Asphalt Overlay Page 92 of 266 performance and furnishing of the Work ,(except losses and damages within the deductible amounts of property insurance established by OWNER in accordance with paragraph 5.91 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 CONTRACTOR'S fee. IC however, any such loss or damage requires reconstruction and CONTRACTOR is placed in charge thereof, CONTRACTOR shall be paid for services a fee proportiomnte to that stated in paragraph 1142. 11.4.5.T The cast of utilities; fuel and'sanitary facilities at the site. 11.4.5.8. Ndinor expenses such as telegrams, long distance telephone calls, telephone service at the site, expressage and similar petty cash items in connection with the Work. 11.4.5.9. Cost of premiums for additional Bonds and insurance required because of changes in the Work. 1 1.5. The temp Cost of the Work shall not include any of the following: 11.5.1. Payroll costs and other compensation of CONTRACTOR's officers, executives, principals (of partnership and sole proprictorships), general managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents,. expediters, timekeepers, clerks and other personnel employed by CONTRACTOR whether at the site or in CONTRACT'OR'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 paragmph 11.4,4—all of which are to be considered administrative costs covered by the CONTRACTOR's fee. 11.52. Expenses of CONTR.ACTOR's principal and branch offices other than CONTRACTOR's office at the site. 11.5.3. Any part of CONTRACTOR'S capital expenses, including interest on CONI Mi CTOR'S capital employed for the Work and charges against CONTRACTOR for delinquent payments. 11.5.4. Cost of premiums for all Bonds and for all insurance whether or not CONTRACTOR is required by the Contract Documents to purchase and maintain the same (except for the cost of premiums covered by subparagraph 11.4.5.9 above). EJCDCGENMR L CONDI'ROM 1910 S (1990 Etfitim) w/ CITY OF FORT COLLINS MODIFICATIONS tRLV d,^--000) 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 bable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied andmakinggood any damage to property. 11.5.6. Other overhead or general expense costs of any kintl and the costs of any item not specifically and expressly included in paragraph l 1.4, 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 11.6.2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: 1 L6.2.1. for costs incurred under paragraphs 11.4.1 and 11.4.2, the CONTRACTOR's fee shall be fifteen percent; 11.6.2.2for cents incurred under pamgmph 11.4.3, the CONTRACTOR'S fee shall be five percent, 11.62.3. where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no liked fee is agreed upon, the intent of paragraphs 11.4.1, 11.4.2, 11.43 and 11.6.2 is that the Subcontractor who actually performs or furnishes the Work, at whatever tiff, will be paid a fee of fifteen percent of the costs incurred by such Subcontractor under paragraphs I L4.1 and 11.4.2 and that any higher tiff Subcontractor and CONTRACTOR will each be paid afee-oEfiva-lxrcenEo�tha-amounEpaicl-Eo the-next-lu�tiee-Subcontractor; to be negotiated in aced faith with the OWNER but not to exceed five percent of the amount paid to the next lower tieL Subcontractor. l 1.6.2.4. no Tee shall be payable on the basis of costs itemized tinder paragraphs 11.4.4, t 1.45 and 11.5; 11.6.2.5. the amount of credit to be allowed by CONTRACTOR to OWNER for uny change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in.CONTRACTOR's fee by an amount equal to live percent of such net decrease; and 11.6.2.6. when both additions and credits are involved in any one change, the adjustment in CONTRACTOR's fee shall be computed on the basis of the net change in accordance with paragraphs 11.6.2.1 through 11.6.2.5, inclusive. 11.7. Whenever the cast of any Work is to be 25 BID 7222 - Asphalt Overlay Page 93 of 266 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 item ized cost breakdown together with supporting data. Cash Allowances: I I.S. It is understood that CONTRACTOR has included in the Contract Price all allowances so named in the Contract Documents and shall muse the Work so covered to be furnished and performed for such sums as may be acceptable to OWNER and ENGINEER CONTRACTOR agrees that: II.3.1. the allowances include the cost to CONTRACTOR (less any applicable trade discounts) of materials and equipment required by the allowances to be delivered at the site, and all upplicable taxes; and 11.32. CONTR.ACTOR's costs for unloading and handling on the site, labor, installation costs, overhead, profit and other expenses contemplated for the alio%vances have been included in the Contract Price and not in the allowances and no demand for additional payment on account of any of the foregoing will be valid. Prior to final payment, an appropriate Change Order will be issued as recommended by ENGINEER to reflect actual amounts due CONTRACTOR on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.9. Unit Price Work' 1 L9.1. Where the Contract Documents provide that all .or par of the Work is to be Unit Price Work. initially the Contract Price will be deemed to include for all Unit Price Work an amount equal .to the sum of the established unit prices for each separately identified item of Unit Price Work tames the estimatedquantity 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 Bills and determining an initial Contract Price. Determinations of the actual quantities and classificatiom of Unit Price Work performed by CONTRACTOR will be made by ENGINEER in accordancewith paragraph 9.19. 11.9.2. Each unit price will be deemed to include an amount considered by CONTRACTOR to be adequate to cover COv"TRACTOR's overhead and profit for each separately identified item. 11.9.3.OWNER or CONTRACTOR may make a claim for an adjustment in the Contract Price in accordance with Article I 1 if: 11.9.3.1. the quantity of any item of Unit Price Work performed by CONTRACTOR differs materially and significantly from the estimated quantity of such item indicated in the Agreement, EJCDC GE,ER.tL CONDIU NS. 1910-3(1990 E(fitim) 76 a'/(.'ilY OF FORT COLLINSMODIFICArIONS IREV40000) and 11.932. there is no corresponding adjustment with respect to any other item of Work; and 11.9.3.3. if CONTRACTOR believes that CONfILACTOR 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 daaease in Contract Price and the parties are unable to agree as to the amount cl any such increase or decrease. 11.9.3.4. CONTRACTOR acknowledges that the OWNER has the right to add or delete items in the Bid or chanac qntities at OWNER'S sole_ disctotion without auaffecting the Contract Price of anv remaining item so long as the deletion or ¢ddition does not exceed twenty-five percent of the original total Contract Price. ARTICLE. 12—CKVNGE 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 Milesones) 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 genml nature of the claim. Notice of the extent of the claim with supporting daut shall be delivered within sixty days after such occurrence (unless ENGINEER allows additional time to ascertain more accurate data in support of the claim) and shall be accompanied by the claimant's written statement that the adjustment claimed is the entire adjustment to which the claimant has reason to believe it is entitled as a result of the occurrence of said event. All claims for adjustment in the Contract Times (or Nlestones) shall be determined by ENGINEER in accordance with pamgmph9.11 if O\Wi ER and CONTRACTOR camtot otherwise agree. No claim for an adjustment in the Contract Times (or Milestones) will be valid if not submitted in accordance with the requirements of this paragraph 12.1. 12.2. All time limits stated in the Contract Documents are of the essence of the Agreement. 12.3. Where CONTRACTOR is prevented from completing any pan of the Wcrk within the Contract Times (or Nfilestones) due to delay beyond the control of CONTRACTOR the Contract Times (or Milestones) will be e..,aended in an amount equal to time lost due to such delay if a claim is made therefor as provided in parsersph 12.1. Delays beyond the control of CONTRACTOR shall include, but not be limited to, acts or neglect by OWNER, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions or acts of God. Delays attributable to and BID 7222 - Asphalt Overlay Page 94 of 266 within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of CONTRACTOR. 12.4. Where CONTRACTOR is prevented from completing any part of the Work within the Contract Times (or Milestones) due to delay beyond the control of both OWNER arid CONTRACTOR an extension of the Contract Tines (or ,Nlestones) 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 (11) delays beyond the control of both parties including, but not limited to, fuel, floods• epidemics: abnormal weather conditions, acts of God or acts or neglect by utility owners or other contractors performing other work ascontemplated by Article 7. :\RTICLE 13—TEST S ArND INSPECTIONS; CORRECTION, REe\lOVAI. OR ACCEP'r:>1NCE OF DEFECT! L'WORK 13.1. Notice of Defects: Prompt notice of all defective Work of which OWNFR or FNGINEER have actual knowledge will be given to CONTRACTOR All defective Work may be rejected, corrected or accepted as provided in this Article I3. access to Work: 13.2. OWNER ErNGLNMER 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 reasonable —times for their observation inspecting and testing. CONTRACTOR shall provide them proper and. safe conditions for such access and advise them of CONTRACTOR's site safety procedures and programs so that they may comply therewith as applicable. Tests and Inspections. 13.3. CONTRACTOR shall give LRNGINEER timely notice of readiness of the Work for all required inspections, tests or approvals, and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. 13.4. OWNER shall employ and pay for the services of an independent testing laboratory to perform all inspections, tests, or approvals required by the Contract Documents except: 13.4.1. for inspections, tests or approvals covered by paragraph 13.5 below, 13.4.2. that costs incurred in connection with tests or inspections conducted pursuant to paragraph 13.9 UMC GENER.A.1, C'O WITIONS 191 M (1990 Miim) n'/ CITY OF FORT COLLI NS MODIFICATIONS (REV 4Q000) below shall be paid as provided in said paragraph 13.9; and 13.4.3. as otherwise specifically provided in the Contract Documents. 135. If Laws or Reguilations of any public body having jurisdiction require any Work (or part thereof) specifically to be inspected, tested or approved by an employee or other representative of such public body. CONTRACTOR shall assume full responsibility for arranging and obtaining such inspections, tests or approvals, pay all costs in connection therewith, and furnish ENGINEER the required certificates of inspection. or approval. CONTRACTOR shall also be responsible for arranging and obtaining and shall pay all costs in connection with any u-spections, tests or approvals required for OWNER's and Fi iGINF.ER's.acceptance of materials or equipment to be incorporated in the Work or of materials, mix designs. or equipment submitted for approval prior to CONTRACTORS purchase thereof for incorporation in the Work. 13.6. If any Work (or the work of others) that is to be inspectaf, tested or approved is covered by CONTRACTOR without written concurrence of ENGINEER, it must, if requested by ENGINEER, be uncovered for observation. 13.7. Uncovering Work as provided in paragraph 13.6 shall be at CONTRAC'TOR's expense unless CONTRACTOR has given ENGINEER timely notice of CONTRACTOR's intention to cover the same and ENGfi LEER has not acted with reasonable promptness in response to such notice. Uncovering Work: 13.5. If any Work is covered contrary to the written request of L IGUEER it mast, it requested by ENGINEER be uncovered for ENGL EER's obseration and replaced at CONTRACTOWs expense. 13.9. If ENGINEER considers it necessary or advisable that covered Work be observed by ENGINEER or inspected or tested by others, CONrR--kCTOR at E MER's request, shall uncover, expose or otherwise make available for observation, inspection or testing as ENGINEER may require, that portion of the Work in question. furnishing all necessary Labor, material and equipment If it is found that such Work is dafecti e. CONTRACTOR shall pay all claims• costs, laces and damages caused by, arising out of or resulting from such uncovering• exposure, observation• inspection and testing and of satisfactory replacement or reconstruction, (including but not limited to all costs of repair or replacement of work of others); and OWNER shall be entitled to an appropriate decrease in the Contract Price, and, if the parties are unable to agree as to the amount thereof, may, make a claim therefor as provided in Article 11. If, however, such Work is not found to be aetfitetive, CONTRACTOR shall be allowed an increase in the Contract Price or an extension of the Contract Times (or Milestones), or both• direcdv attributable to such 27 BID 7222 - Asphalt Overlay Page 95 of 266 SECTION 2500 QUANTITY ESTIMATE SrMEE FRONT TO Adjust Nlli Ring w/l.uchs >24" 13" IIBP Grading S, 64-28 Nltairwd Binder HBP Grading S, 64-22 Binder HBP Grading SG IIMA Patching Remove& Replace HMA Patching >lU"Remove & Replace HMA Pavcr Patching Hcomve& Replace HNIA Concrete Patching Ceutexlile Paving Fabric Units EA TON T'ON TON 'ION TON TON TUN SY S LEMAY AVE. jli IIARMUNI'RD HORSF.TOOTH RID 9.oU 8,319.80 92.34 497.W 2299,8&5$3J,UU BOARDWALK Arr Sub Total {00 5319.80 O.W q0 UU DOARDWALK DR LANDINGS DR EHARMONY RD ;UI3.fi6 2J.15 421.W 12,1J].7] Area Suh Towl 0.00 201166 0.00 0, OII 2}.}5 000 000 421.00 123)].7] LINDENS'I JL'Itl lik50N S"I VINEDIt I,IO6J1 Kn0 2,SOfL00 Aieo Sub'Ibwl 000 0,00 1106.I t U.UO B.OU 000 0.00 0,00 2500,00 W DRAKE RD SCOLLEGLAVE MEADOWLARK AVE ^-.29070 226.89 234,E5 70.3U 9.905.49 1 1• Arcs Sub Total O.W 2290.]0 OW U.W 226,69 234.85 0.00 70,30 99U5.49 WIIIiA"I ON DR SI.IiMAY AVE Ii HARMONY RD 125L82 1973 Arcs Sub Twol 0.W 1 O.IXI 1251.8E 0,00 1973 0,00 0.00 - 000 1UW CONIFER S"I' NCOLLEGE AVE NLEMAY AV17 3.835,69 HAM PSHIRE SQUARE Area Sub Tool fL011 0.1111 383569 O,IIU J856 0.00 O,UO 0.00 (100 VALLEY FORGE AVE' 1"I'AhI IIILI.RU HAMI'S111R1`RD 465.70 18,94 IIAMI'9{fBE SQUARE VALLEY fORGEAVL VALLEYPORG1i AVE 425.46 45.58 69.70 3,581.33 VALLEY FORCE AN VOTOLI IIAMPSI IIR[RD- IIAMPSIIINE SO 347.81 108,08 114,60 2,852.22 HORSETOOT11 ROAD Area Sub Tnlal O.W OW 1238.9] U,UII 172.50 U.UO 000 164.J0 W33.55 E I IORSEFOOTH ROAD COLLEGE AVE TIMBERLINE 1tU tlW 13.1II :U 184.5E 51060 73,575.75 PORTNIER Area Sub Towl KOU I311 L0 O.W o.oU 184.5E 0.00 O.oU 510,6U 7357575 POIt'I'NEIi ROAD E'fItILBY 2D NOICI'll IiNU 442.91 I,IIX 1869n 95.40 37 MO LEXINGT1 Area Sub'fu1o1 OOU O.U0 4429] U.OU LUtl 186.48 O.Un 95.40 U,UO SHIITIELU CIR li&W VAI.I.IiY FORGI? AVE SHMFIELD I'IB W' 736.3J J33 WINDSOR COURT ICONS "I'I"IUTION AVE FAST ENE) 228,86 4.30 ilea Sub Toml U.W U.W 9b5.1Y UA0 7.SJ 000 000 U.UU UDU GRAND TE'fuN PL ZIEGLER RD ,MESA VERDE ST 14,55 IW70 YELLOWSTONE CIR GRAND'1'17 ION PL FNI) 7.7I 120 iU Arco Sub TOlul ON 000 ON 0,W 22.32 0.00 O00 MAE) Ot10 Addendum 1 Page 8 of 11 7222 Asphalt Overlay uncovering, exposure. observation, inspection, testing, replacement and reconstruction: and, if the parties are unable to agree as to the amount or extent thereof. CONTRACTOR may make a claim therefor as provided in Articles 11 and 12 OWNER May Stop the Work: 13.10. If the Work is defective, or CONTRACTOR fails to supply sufficient skilled workers or suitable materials or equipment, or fails to furnish or perform the Work in such a way that the completed Work will conform to the Contract Docu renM 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 ofDefectfve Work 13.11. If required by ENGINEER, CONTRACTOR shall promptly, as directed, either correct all de jrcnve 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 c&fective. CONTRACTOR shall pay all claims, casts, lasses and damages unused by or resulting from such correction or removal (including but not limited to all costs of repair or replacement of work of others). 13.17. Correction Period: 13.12.1, If within ene 5-an e two years after the date of Substantial Completion or such longer Period of time as may be prescribed by Laws or Regulations or by the terms of any applicable special guarantee required by the Contract Documents or by any specific provision of the Contract Documents, anv Work is found to be defective, CONTRACTOR shall promptly, without cost to OWNER and in accordance with OWNER's written instructions: (i) correct such defective Work, or, if it has been rejected by OWNER remove it from the site and replace it with Work that is not defective, and (ii) satisfactorily correct or remove and replace any damage to other Work or the work of others resulting therefrom. If CONTRACTOR does not promptly comply with the terms of such instructions, or in an emergency where May would cause serious risk of Ins 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 Iron such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by CONTRACTOR 13.12-2.In special circumstances where. a particular item of equipment is placed in continuous service before Substantial Completion of all the Work the correction period for that item may start to run from an earlier date if so provided in the Specifications or by Written Amendment 13.12.3. Where defective Work (and damage to other EKDCOENMAL CONDMONS 19105 (1990 Edtim) =S evI CITY OF FORT COLUNSUODIFICATIONS(RLV 4P_000) 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 Or+a year two vears alter such correction or removal and replacement has been satisfactorily completed. Acceptance of Defective Work: 13.13. IL insteadof requiring correction or removal and replacement of defective Work, OWNER (and, prior to ENGINEER's recommendation of final paymenL also ENGINEER) prefers to accept it, OWNER may do so. CONTRACTOR shall pay all claims, costs. losses and damages attributable ,to OWNFWs evaluation of and determination to accept such defective Work (such costs to be approved by ENGL LEER as to reasonableness). If any such acceptance occurs prior to ENGINEERk recommendation of foal payment, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work: and OWNER shill be entitled to an appropriate decrease in the Contract Price, and, if the parties are unable to agree as to the amount thereof, OWNER may make a claim therefor as provided in Article 11. If the acceptance occurs after such recommendation, an appropriate amount will be paid by CONTRACTOR to OWNER. OWWER :lla , Correct Defective Work 1314. 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 ENGNEER in accordance with paragraph 13.1 I, 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, alter seven days' written notice to CONTRACTOR, correct and remedy any such deficiency. In exercising the rights and «medics under this paragraph OWNER shall proceed expeditiously. In cormection with such corrective and remedial action. OWNER may exclude CONTRACTOR from all or put of thesite, take possession of all or part of the Work, and suspend CONTRACTOR's services related thereto,. take possession of CONTRACTOFes tools, appliances, construction equipment and machinery at the site and incorporate in the Work all materials and equipment stored at the site or for which OWNER has paid CONTRACTOR but which are stored elsewhere. CONTRACTOR shall allow OWNER O%V'NERs representatives, agents and employees, OWNER's other contractors and ENGINEER and ENGNEERs Consultants access to the site to enable OWNER to exercise the rights and remedies under this pamgmph. All claims, costs, losses and damages incurred or sustained by OWNER in exercising such rights :and remedies will be charged against CONTRACTOR and a Change Order will be Issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and OWNER shall be entitled to an appropriate decrease in the Contract Price, and if the parties are unable to agree as to the amount thereof. OWNER may make a claim therefor as provided in Article 11. Such claims, coats, losses and BID 7222 - Asphalt Overlay Page 96 of 266 damages will include but not be limited to all costs of repair or replacement of work of others destroyed or damaged by correction, removal or replacement of CONTRACTOR's defective Work. CONTRACTOR shall not be allowed an extension of the Contract Times (or 'Milestones) because of any delay in performance of the Work attributable to the exercise by OWNER of OWWNER's rights and remedies hereunder. ARTICLE 14--PAl'i•IIENTS TO CONTRACTOR AND CONIPLETION Schedule of Malues. 14.1. 'fhe schedule of values established m 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. Progresspayments on account of Unit Price Work will be based on the number of units completed. Application for Progrew Payment. 14.2. At least twenty days before the date established for each progress payment (but not more often than once a month), CONTRACTOR shall submit to ENGINEER for review an Application for Payment filled out and signed by CONTRACTOR covering the Work completed as of the date of the Applicationand 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 t?ee 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 O%V •ER. The amount of retainage with respect to progress payments will be as stipulated in the Agreement 6! v funds that are withheld by the OWNER shall not be subiect to substitution by the CONTRACTOR with securities or anv arnmeements involving an escrow or custodianship. By executa application for payment form the CONTRACTOR expressly waives his right to the benefits of Colorado Revised Statutes, Section 24-91-101. et sea. CONTR-ICTOR's Warranty of Title. 14.3. CONTRACTOR warrants and guarantees that title to all Work, materials and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to OWNER no later than the time of payment Gee aril clear of all Liens. Revinv of.Apptieatiam for Progress Paymenk 14.4. ENGLNEER will. within ten clays after receipt of each Application for .Payment, either indicate in writing a EJCDC GENERAL CO IDITIONS 1910E (1990 Edtim) w/ CITY OF FORT C'OLLI NS MODIFICATIONS (R6y,1l2000) recommendation of payment and present the Application to OWNER, or return the Application to CONTRACTOR indicating in writing ENGINEER's reasons for refusing to recommend paymtenL 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 ENGMER's recommendation the amount recommended will (subject to the provisions of the last sentence of paragraph 14.7) become due and when duo will be paid by OWNER to CONTRACTOR 14.5. ENGINEER's recommendation of any payment requested in an Application for Payment will constitute a representation by ENGNEER to OWNER, based on ENGINEER'S an -site observations of the executed Work as an experienced and qualified design professional Lind on ENGINEER'S review of the Application for Payment and the accompanying data and schedules, .that to the best of ENGINEER's knowledge, information -and belief: 14.5.1. the Wort: has progressed to the point indicated, 14.5.2. the quality of the Wort: is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Substantial Completion, to the results of any subsequent tests called for in the Contract Documents, to a final determination of quantities and classifications for Unit Price Work under paragraph 9.10, and to any other qualifications stated in the recommendation), and 14.5.3. the conditions precedent to CONTRACTOR's being entitled to such payment appear to Have been fulfilled insofar as it is ENGWEER's responsibility to observe the Work. However, by recommending any such payment ENGINEER will not thereby be deemed to have represented that: (i) exhaustive or continuous on -site inspections have been made to check the quality or the quantity of the Work beyond the responsibilities specifically assigned to ENGINEER in the Contract Documents or (u) that there may not be other matters or issues between the pmties that might entitle CONTRACTOR to be paid additionally by OWNER or entitle OWNER to withhold payment to CONTRACTOR 14.6. LNGINBER's recommendation of any payment, including final payment, shall not mean that ENGINEER is responsible for CONTRACTOR's means; methods, techniques„ sequences or procedures of construction, or the mfety precautions and programs incident thereto, or for anv failure of CONTRACTOR to comply with Laws and Regulations applicable to the furnishing or performance of Work, or for any failure of CONTRACTOR to perform or furnish Work in accordance with the Contract Documents. 14.7. ENGINEER may refuse to recommend the whole or any part of any payment if. in NGD,EER's opinion it would be incorrect to make the representations to N BID 7222 - Asphalt Overlay Page 97 of 266 OWNER referred to in paragraph 14.5. ENGINEER may also refuse to recommend arry such payment, or, because of subsequently discovered evidence or the results of subsequent inspections or tests, nullify any such payment previously recommended, to such extent as may be necessary in ENGINEER's opinion to protect OWNER from loss because: 14.7.1. the Work is defective, or completed Work has been dannagcd requirate correction or replacemcnL t4.7.2. the Contract Price has been reduced by Written Amendment or Change Order, 14.7.3. OWNER has been required to correct defective Work or complete Work in accordance with pamgmph 13.14. or 14.7.4. ENGINEER has actual knowledge of the occurrence of any of the events enumerated in paragraphs 15.2.1 through 15.2.4 inclusive. OWNER may refuse to make payment of the full amount recommended by ENGINEER because: 14.7.5. claims have been made against OWNER on account of CONTRACTOR's performance or furnishing of the Work, 14.7,6. Licrs have hen filed in connection with the Work except whereCONTRACTORhas delivered a specific Bond satisfactory to OWNER to secure the satisfaction and discharge of such Liens, 14.7.7. there are other items entitling OWNER to a Set- off agairm the amount recommended or 14.7.8. OWNER has actual knowledge of the occurrence of any of the events enumerated in paragraphs 14.7.1 through 14.7.3 or paragraphs 15.2.1 through 15.2.4 inclusive: but OWNER must give CONTRACTOR immediate written notice (with a copy to ENGINEER) stating the reasons for such action and promptly pay CONTRACTOR the amount so withheld or any adjustment thereto agreed to by OWNER and CONTRACTOR, when CONTACTOR corrects to OWNER's satisfaction the reasons for such action Substantial Completion: 14.8. When CONTRACTOR considers the entire Work ready for is intended use CONTRACTOR shall notify OWNER and ENGINEER in writing that the entire Work is substantially complete (except for items specifically fisted by CONTRACTOR as incomplete) and request that ENGINEER issue a certificate of Substantial Completion. Within a reasonable time thereafter, OWNER. CONTRACTOR and ENGINEER shall make an inspection of the Work to determine the status of completion. If ENGINEER does not consider the Work substantially complete. ENGINEER will notify CONTRACTOR in w-riting giving the reasons therefor. If ENGINEER EJCDC GE.\UUTL CONDITIO`S 191os (1990 Eeitimli 30 w'I CITY OF FORT COLLIDSMODIFICCr1ONS(REV an000) coisiders the Work substantially complete. ENGINEER will prepare and deliver to OWNER a tentative certificate of Substantial Completion which shall fir the date of Substantial Completion. There shall be attached to the certificate a tentative list of itemsto 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 consideriry; such objections, ENGINEER concludes that the Work rs not substantially complete, ENGINEER will within fourteen days after submission of the tentative certiticite to OWNER notify CONTRACTOR in writing, stating the reasons therefor. 14 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 canting prior to ENGINFER's issuing the definitive certificate of Substantial Completion, ENGINEER's aforesaid recommendation will h binding on OWNER and CONTRACTOR until final payment 14.9. OWNER shall have the right to exclude CONTRACTOR from the Work after the date of Substantial Completion. but OWNER shall allow CONTRACTOR reasonable access to complete or correct items on the tentative list. Partial Utilization: 14.10. Use by OIVNER at OWNER's option of any substantially completed part of the Work, which: (i) has specitcaally been identified in the Contract Documents, or (ii) OWNER. LN-GRNEER and CONTRACTOR agree cow itutes a separately functioning and usable part of the Work that can be used by OWNM for is intended purpose without significant interference with CONTRACTOR's performance of the remainder of the Work, may be accomplished prior to Substantial Completion of all the Work subject to the following: 14.10. L OWNER at any time may request CONTRACTOR in writing to permit OWNER to use any such part of the Work which OW"i IER 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 cettifv to OWNER and ENGINEER that such part of the Work is substantially complete and request ENGLNEER to issue a certificate of Substantial Completion for that part of the Work. BID 7222 - Asphalt Overlay Page 98 of 266 CONTRACTOR at any time may notify OWNER and ENGINEER in writing that CONTRACTOR cartsiders 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 suds request, OWNER CONTRACTOR and ENGINEER shall make an inspection of that part of the Work to determine its status of completion. If LNGLNEER does not consider that part of the Work to be substantially complete, ENGINEER will notify OWNER and CONTRACTOR in writirg giving the reasons therefor. If.ENGINEER considersthat part of the Work to be substantially complete, the provisions of paragraphs 14.8 and 14.9 will apply with respect to certification of Substantial Completion of that part of the Work and the division of responsibility in respect thereof and access thereto. 14.10.2. No occupancy or separate opcntion of part of the Work will be accomplished prior to compliance with the requirements of paragraph 5.13 in respect of property insurance. final Inspection: 14.11. Upon written notice from CONTRACTOR that the entire Work or an agreed portion thereof is complete, ENGINEER will make a final inspection with OWNER and CONTRACTOR and will notify CONTRACTOR in writing of all particulars in which this inspection reveals that the Work is incomplete or &,fictive. CONTRACTOR shall immediately take such measures as are necessary to complete such work or remedy such dcticicncics. final Application for Pavirent., 14.12. After CONTRACTOR has completed all such corrections to the satisfaction of F rGINEER and delivered in accordance with the Contract Documents all maintenance and operating ustnrctions, schedules. guarantees, Bonds, certificates or other evidence of insurance required by paragraph 5.4, certificates of inspection, marked -up record documents (as provided in paragraph6.19) and other documents. CONTRACTOR may make application for final payment following the procedure for progress payments. The final Application for Payment shall be accompanied (except as previously delivered) by: (i)all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by subparagraph i.4.13. (ii) consent of the surety, if any, to final payment, and (ii) complete and legally effectivereleases or waivers (satisfactory to OWNER) of all Liens arising out of or filed in connection with the Work. In lieu of such releases or waivers of Liens and as approved by OWNER, CONTRACTOR may famish receipts or releases in fill and affidavit of CONTRACTOR that: (i) the releases and receipts include all labor, services, material and equipment for which a Lien could be filed, and (ii)all payrolls, material and equipment bills, and other indebtedness connected with the Work for which OWNER or OWNER's property might in my way be responsible have been paid or otherwise satisfied If any Subcontractor or Supplier fails MDC GENERAL C4,NDIMONS 19103 (1990 Ed iao) ac! 0 rY OF FORT COLL1 N5 MODIFICATIONS (REV 4R000) to furnish such a release or receipt in full, CONTRACTOR may furnish a Bond or other collateral satisfactory to OWNER to, indemnify OWNER against any Lien. Releases or waivers of liens and the consent of the surety to finalizepayment are to be submitted on forms confomtimx to the format of the OWNERS standard .forms bound in the Proiect manual. Final Payment andAcceptance: 14.13. If, on the basis of ENG rNEER's observation of the Work during construction and final inspection, and ENGINEER's review of the final Application for Payment and accompanying documentation as required by the Contract Documents, ENGINEER is satisfied that the Work has been completed and CONT'RACTOR's other obligations under the Contract Documents have been fulfillod, ENGINEER will, within ten days antis 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, EUGfNEER will return the Application to CONTRACTOR, indicating in writing the reasons for refusing to recommend final payment, in which case CONTRACTOR shall make the necessary corrections and resubmit the Application. Thirty days after presentation to OWNER of the Application and accompanying documentation, in appropriate form and substance and with ENGWEER's recommendation and notice of acceptability, the amount recommended by ENGINEER will become due and will be paid by' 06VNER to CONTRACTOR sub t to rzuaeLph i 7.6 2 of these Q,eneral Conditions. 14.14. If; through no fault of CONTRACTOR final Completion of the Work is significantly delayed and if ENGINEER so confirms, OWNER shah, upon receipt of CONfRACTOR's final AApplication for payment and recommendation of ENGINEER. and without terminating the Agreement, make payment of the balance due for that portion of the Work fully completed and accepted. if the remaining balance to be held by OWNER for Work not fully completed or corrected is less than the relainage stipulated an 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 L'NGIN-ER with the Application for such payment Such payment shall be made under the terns and conditions governing final payment, except that it shall not constitute a waiver of claims. Waiver ofClaints: 14.13. The making and acceptance of final payment will constitute: 14.15.La waiver of all claims by OWNER against CONTRACTOR except claims using from unsettled Liens, from defective Work appearing after 31 BID 7222 - Asphalt Overlay Page 99 of 266 final inspection pursuant to paragraph 14.11. from failure to comply with the Contract Documents or the terms of any special guarantees specified there4 or from CONTRACTOR's continuing obligations under the Contract Documents; and 14.15.2. A waiver of all claims by CONTRACTOR against OWNER other than those previously made in writing and still unsettled. :1RTICLE 15-5USHNSION OF WORK AND TERMUNATION OWNER blay Suspend Work. 15.1. At any time and without cause. OWNER muy suspend the Work or any portion thereof for a period of not more than ninety days by notice in writing to CONTRACTOR and ENGINEER which will fix the date on which Work will be resumed. CONTRACTOR shall resume the !Work on the date so fixed CONTRACTOR shall be allowed an adjustment in the Contract Price or an extension of the Contract Times, or boLK directly attributable to any such suspension if CONTRACrOR makes an approved claim therefor as provided in Articles I and 12. OWNER ,[fay Terminate., 15.2. Upon the occurrence of any one or more of the following events: 15.2.1. if CONTRACTOR persistently fails to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment or failure to adhere to the progress schedule established under paragraph 2.9 as adjusted front time to time pursuant to paragraph 6.6); 15?2. if CONTRACTOR disregards Laws or Regulations of any public body having jurisdiction; 15.2.3. if CONTRACTOR disregards the authority of ENGINEER: or 152.4. 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 dayse written notice and to the extent permitted by Laws and Regulations, terminate the services of CONTRACTOR exclude CONTRACTOR from the site and take possession of the !Work and of all CONTRACTOR's tools, appliances, construction equipment and machinery at the site and use the same to the full extent they could be used by CONTRACTOR (without liability, to CONTRACTOR for trespass or conversion). incorporate in the Work all materials and equipment stored at the site or for which OWNER has paid EJCDC GENERAL. CONDITION'S 1910-3 (1990 Edtim) 3° %V1CI'[Y OF FORT COLM NSMODIFICAMNS(REV J2000) 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, cost$ losses and damages sustained by OWNER arising cut 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 reasumtbleness and when so approved by ENGINEER incorporated in a Change Order, provided that when exercising any rights or remedies under this paragraph OWNER shall not be required to obtain the lowest price for the Work performed. 15.3. Where CONTRACTOR's services have been so terminated by OWNER. the termination will not affect any rights or remedies of OWNER against CONTRACTOR then existing or which may thereafter accrue. Arry retention or payment of moneys due CONTRACTOR by OWNER will not release CONTRACTOR from liability. 15.4. [Spun seven days written notice to CONTRACTOR and ENGINEER, OWNER may, without cause and without prejudice to any other right or remedy of OWNER. elect to terminate the Agreement. In such case, CONTRACTOR shall be paid (without duplication of any items): 15.4.1. for completed and acceptable Work executed in accordance with the Contract Documents .prior to the effective date of termination, including fair and reasonable sutras for overhead and profit on such Work; 15.4.2 for expenses sustained prior to the effective date of termination in performing services and funishing labor, materials or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; 15.4.3. for all claims, costs, losses and damages incurred in settlement of terminated contracts with Subcontractors, Suppliers and others; and 15.4.4. for reasonable expenses directly attributable to termination. CONTRACTOR shill not be paid on account of lass of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. C0NTIZ4CT0R MaY Stop @brk or Terminate. l i.5. IC throu_h no act or fault of CONTRACTOR the Work is suspcnded for a period of more than ninety days by OWNER or under an order of court or other public authority, or ENGINEER fails to act on any Application for Payment within thirty days aver it is submitted or OWNER fails for thirty days to pay CONTRACTOR any BID 7222 - Asphalt Overlay Page 100 of 266 sum fatally determined to be due. then CONTR:CTOR may, upon seven days' written notice to .OWNER and ENGINEER, and provided OWNER or ENGNEER do not remedy such suspension or failure within that time, terminate the Agreement and recover from OWNER payment on the same terms as provided in paragraph 15.4. [n lieu of terminating the Agreement and without prejudice to any other right or remedy, if ENGNEER has failed to act on an Application for Payment within thirty days after it is submitted, or OWNER has failed fur thirty days to pay CONTRACTOR any sum finally determined to be due, CONTRACTOR may upon seven days' written notice to OWNER and ENGINEER stop the Work until payment of all such amounts due CONTRACTOR, including interest thereon. The provisions of this paragraph 15.3 are not intended to preclude CONTRACTOR from making claim under Articles t I and 12 for an increase in Contract Price or Contract 'times or otherwise for c.\pcnscs or damage directly attributable to CONTRACfOR's stopping Work as permitted by this paragraph. ARTICLE 16—DISPUTE RESOLUTION If and to the extent that OWNER and CONTRACTOR have agreed on the method and procedure for resolving disputes between them that may arise under this Agreement, such dispute resolution method and procedure, if any, shall be as set forth in ExhibitGC-A, "Dispute Resolution Agreement", to be attached hereto and made a part hereof. If no such agreement on the method and procedure for resolving such disputes has been reached and subject to the provisions of paragraphs 9.10, 9.11 and 9.12. OIWi ER and CONTRACTOR may exercise such rights or remedies as either may otherwise have under the Contract Documents or by Laws or Regulationsin respect of any dispute. ARTICLE17—MISCELLANEOUS Giving N'atice: 17.1. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if delivered in person to the individual or to a member of the firm, or to an officer of the corporation for whom it is intended, or if delivered at or sent by registered or certified mail, postage prepaid, to the lastbusiness address known to the giver of the notice. 17.2. Computation of Time. 17.2.1. When arty period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday by the law of the applicable jurisdiction, such day will be omitted from the computation. EJCDC UENEFLAL CONDITIONS 191" (1990 EStkxv) W CITY OF FORT COLLI VS MODIFICATIONS (REV d,2000) 17.2.2. A calendar day of twenty-four hours measured from midnight to the next midnight will constitute a day. Nonce of Claim: 17.3. Should OWNER or CONTRACTOR suffer injury or damage to person or property because of any error, omission or act of the other party or of any of the other party's employees or agents or others for whose acts the other party is legally liable, claim will be made in writing to the other party within a reasonable time of the first observance of such injury or damage. The provisions of this paragraph 17.3 shall not be construed as a substitute for or a waiver of the provisions of any applicable statute of limitations or repose.Cumulatn•e 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 pemgmphs 6.12, 6.16, 6.30, 6.31, 6.32, 13.1, 13.12, 13.14, 143 and 15.2 and all of the rights and remedies available to OWNER and ENGINEER thereunder,. are in addition to, and are not to be construed in any way as a limitation or, 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 aseffective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right and remedy to which they apply. Profesional Fees and Court Costs Included: 175. Whenever reference is made to "claims, costs, losses and damages", it shall include in each case, but not be lunited 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 Colomdo apply to this Agreement. Reference to two pertinent Colorado statutes are as follows 17.6.1. Colorado Revised Statutes (CRS 8-17-101) require that Colorado labor be employed to perform the Work to the extent of not less than SO percent (80%) of each tym or class of labor in the several classiliantions of skilled and common labor employed on the oroiect. Colorado labor means any person who is a bona fide resident of the State of Colorado at the time of emglg- without diserimimtion as to nee. color, creed, age, relieiun or sex. 17.6.2. If a claim is filed. OWNER is required by law (CRS 38-26-I07) to withhold from all payments to CONTRACTOR sufficient funds to insure the mN,mcnt of all claims for labor, materials, team hire. sustenance, Provisions, provender, or other suoplirs used or consumed by CONTRACTOR or his 33 BID 7222 - Asphalt Overlay Page 101 of 266 E1CDC GENERAL CONDITIONS 1910S (1990 Edtial) 34 a9 CITY OF FORT COLLINSMODIFICATIONS(REV•IrOOO) BID 7222 - Asphalt Overlay Page 102 of 266 (This page left blank intmbonally.) F,XW QENMA . CONDITION I9 tos (1994) Ettiarn) a'/ CITY OF FORT COLLM MODIFICATIO VS titEV 4g000) 35 BID 7222 - Asphalt Overlay Page 103 of 266 3G EICDCGESMR L CONDITIO`J 1910-8(1999W[im) IV/ CITY OF FORT COLLINS MODIFICATIONS (REV 42000) BID 7222 - Asphalt Overlay Page 104 of 266 E.�IIBIT GC -A to General Conditions of the Construction Contract Between OWNER and CONTRACTOR DISPUTE RESOLUITOV AGREEMENT OWNER. and CONTRACTOR hereby agree that Article 16 of the General Conditions of the Construction Contract between OWNER and CONTRACTOR is amended to include the following agreement of the parties: 16.1. All claims, disputes and other matters in question between OWNER and CONTRACTOR arising out of or relating to the Contract Documents or the breach thereof (except for claims which have been waived by the making or acceptance of final payment as provided by paragraph 14.15) will be decided by arbitration in accordance with the Construction Industry Arbitration Rules of the American Arbitration .Association then obtaining, subject to the limitations of the Article 16. This agreement so to arbitrate and any other agreement or consent to arbitrate entered into in accordance herewith as provided in this Article 16 will be specifically enforceable under the prevailing law of any court having jurisdiction 16.2. No demand for arbitration of any claim, dispute or other matter that is required to be referred to ENGINEER initially for decision in accordance with paragraph 9.11 will he made until the earlier of (a) the date on which ENGINEER has rendered a written decision or (b) the thirty-first day after the parties have presented their evidence to ENGINEER if a written decision has not been rendered by ENGINEER before that date. No Armand 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 fuml and binding upon OWNER and CONTRACTOR If ENGINEER renders a decision after arbitration proceedings have been initiated such decision may be entered as evidence but will not supersede the arbitration proceedings, except where the decision is acceptable to the parties concerned. No demand for arbitration of any written decision of ENGINEER rendered in accordance with paragraph 9.10 will be made later than ten days after the party making such demand has delivered written notice of intention to appeal as provided in paragraph 9.10. 16.3. Notice of the demand for arbitration will be Cited in writing with the other party to the Agreement and with the American Arbitration Association, and a copy will be sent to ENGINEER Cur information The demand for arbitration will be made within the thirty -day or ten-day period specified in paragraph 16.2 as applicable, and in all other cases within a reasonable time after the claim, dispute or other matter in question has arisen, and in no event shall any such demand be made after the date when institution of legal or equitable proceedings based on such clean, dispute or other matter in question would be barred by the applicable statute of limitations. EJCDC GENERAL CONDITIONS 19103 (1990 Ed dim) wt CITY OF FORT COLLINS MODIFICATIONS (REV 9i99) 16:4. 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, ENGNEER's Consultant and the officers. directors, agents, employees or consultants of any of them) who is not a party to this contract unless: 16.4.1. the inclusion of such other person or entity is necessary if complete relief is to be afforded among those who are already parties to the arbitration, and 16-4.2. such other person or entity is substantially involved in a question of law or fact which is common to those who are already patties to the arbitration and which will arise in such proceedings, and 16.4.3. the written consent of the other person or entity sought to be includedandof OWNER 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. 165. Notwithstanding paragraph 16.4, if a claim, dispute or other matter in question between OWNER and CONTRACTOR involves the Work of a Subcontractor, either OWNER or CONTRACTOR may join such Subcontractor as a parry to the arbitration between OWNER and CONTRACTOR hereunder. CONTRACTOR shall include in all subcontracts required by paragraph 6.11 a specific provision whereby the Subcontractor consents to being joined in an arbitration between OWNER and CONTRACTOR involving the Work of such Subcontractor. Nothing in this paragraph 16.5 nor in the provision of such subcontract consenting to joinder shall create any claim, right or cause of action in favor of Subcontractor and against OWNER ENGINEER or ENGINEER's Consultants that does not otherwise exist. 16.6. The award rendered by the arbitrators will be final, judgment may be entered upon it in any court having jurisdiction thercoC 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 claim.% counterclaims• disputesand 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 Industry Mediation Rules of the American Arbitration Association prior to either of them initiating against the other a demand for arbitration pursuant to paragraphs 16.1 through 16.6. unless delay in initiating arbitration would irrevocably prejudice one of the parties. The respective thirty and ten day time limits within which to file a demand for arbitration as provided in paragraphs 16.2 and 16.3 above shall be suspended with respect to a dispute submitted to mediation within those same applicable time limits and shall remain suspended until ten days after the termination of the mediation. The mediator of any dispute submitted to mediation under this Agreement shall not serve as arbitrator of such dispute unless otherwise agreed. GC -Al BID 7222 - Asphalt Overlay Page 105 of 266 SECTION 2500 QUANTITY ESTIMATE S'1'kEF.T Fk(1R1 'I'O Bobcat St le J Killing 131, Bobcat Style IYlilling- Add. Inch 'Thickness General Excaration <I00 cy F:xcuvufiun- Muck Borrow -100'Too kook \ .uh, Crumb No Wattle Adjust Adjust Valve Box Adj. %'-box w/ Tyler 6860 Series, Item k6Y, Screw Type Adj. kiscr I Units Sv SY-IN CY CY TON LF LY EA EA IIIIIDI DR PAI-1'FREON PI. SANFORD DR IU.Uu 0,00 Lou PATFERSON CT PAYTERSON PI. END 10.00 2.W PAITERSON PL RICHMOND DR END 10,00 4.W RICHMOND DR SSE HELDS'S'Y W I IORSETOOTE I RD IOW 9.W SANFORD DR HEIDI DR END 10.00 IN SIENECA sL SAM HOUSFON CIR WHORSETOOTH RD I0.00 IO.W -'.W SOUTHRIDGE GREENS Area Sub Iota] OW 000 IL00 U.W 000 40,00 30,00 19.W 0,00 CEN"I FR GREESB[.VD SOOT II RIIJGIE GREENS BLVD WES]'END IU.W 0.00 GLI!N (EAGLE CT CENTER GREI.NSBLVD WEST END 10.00 7,00 (REENKIDOE CIR SOU'I HXIDOH GREENS BLVD SOOT HRIDGE GRECNS BLVD 10 ou 1000 Loo I IIWAN CT CFN'I H R GREIENE BLVU WESI'END 1000 00U 100 1'IEBBLIE BEACH CT GLEN (EAGLE CT NORTH END 1000 2.00 SOU'THRIDGEGREENS BLVD PATPEERSON I'L SANFORD DR ILLW 14.00 RIVERSIDE (2011 PATCHING ONE%) Arc. Sub'F..I 0.00 0A0 0,00 0 BE 0.00 40.00 JU. W 26w 0.00 RIVERSIDE AVE LIz%IAY AVE EPROSPE(T RD 5000 EVERGREEN PARK (2011 IS r Area Sub Tuwl ODU 0U0 U.UU LLW -A- O.UU U.W '.077 COUCI'ERST SHOR'FLEAFST END FOX'1'AILS'F SUGARI'INIES'r MONTEREY DR IU.OU MOST EREY DR CONIFE[t SI CND SUGI<'I'1.1?AEST PUX'FAILS'F EWILLDX IN 1000 SI'IKAS'F SUGARPINIE SEE END SUGARPINE S'F CONIFER SI' END Homo YEW Cl SITKA ST END I0.00 1 r Area Sub Tuml 000 0,00 000 0.00 UUO 2000 2000 U.W UUU ASH I'ON CT IIUN IINGTON HILLS DR END ILLW 0.00 I I ON'I ING'I ON I I I LLS C-I END FOSSIL CREEK PKWY HUNTING TON [[ILLS DR DEARBORN SI' FOSSIL CREEK PKWY KF;SWICK CT HUN'FINGT(1N HILLS DR END HLEA, MELROSE CF I JUN I ING I ON I [ILLS DR END NORMANDY CT HUNT INGTON HILLS DR ENE) 10,00 Amu Sub Toutl 000 OLO U.UO 0.00 0.00 20.00 10.00 0,00 0.00 TOTAL UNITS 100.00 200.00 25.00 25.00 50.00 390.00 290.00 174.00 6.00 Addendum 1 Page 9 of 11 7222 Asphalt Overlay FJCDC GFNF.R,1L CONDITIONS 1910-9 (1990 MGM) wd CITY OF FORT COLLINS MODIFICATIONS (REV 9194) GC -Al SE BID 7222 - Asphalt Overlay Page 106 of 266 SECTION 00800 SUPPLEMENTARY CONDITIONS BID 7222 - Asphalt Overlay Page 107 of 266 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). BID 7222 - Asphalt Overlay Page 108 of 266 SECTION 00900 ADDENDA, MODIFICATIONS AND PAYMENT 00950Contract Change Order 00960 Application for Payment ev 10 20 07 BID 7222 - Asphalt Overlay Page 109 of 266 SECTION 00950 CHANGE ORDER NO. PROJECT TITLE: Asphalt Overlay CONTRACTOR: PROJECT NUMBER:7222 DESCRIPTION: 1. Reason for change: 2. Description of Change: 3. Change in Contract Cost 4. Change in Contract Time: ORIGINAL CONTRACT COST $ .00 TOTAL APPROVED CHANGE ORDER 0.00 TOTAL PENDING CHANGE ORDER 0.00 TOTAL THIS CHANGE ORDER 0.00 TOTAL % OF THIS CHANGE ORDER TOTAL C.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: ev102007 Section 00950 Page 1 BID 7222 - Asphalt Overlay Page 110 of 266 Section 00960 APPLICATION FOR PAYMENT OWNER: City of Fort Collins PROJECT: ENGINEER: CONTRACTOR: APPLICATION NUMBER: APPLICATION DATE: PERIOD BEGINNING: PERIOD ENDING: PROJECT NUMBER: PAGE 1 OF 4 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. Rev 10/20/07 Section 00960 Page 1 BID 7222 - Asphalt Overlay Page 111 of 266 Date: By: I 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 Section 00960 Page 2 BID 7222 - Asphalt Overlay Page 112 of 266 TOTALS $0.00 $0.00 $0.00 $0.00 $0.00 CHANGE ORDERS Bid Item Unit Number Description Quantity Units Price Amount APPLICATION FOR PAYMENT Work Work Work Completed Completed Completed This Previous To Month Periods Date Qty. Amount Qty. Amount Qty. Amount Stored Materials This Period PAGE 3 OF 4 Total Earned Percent 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 CHANGE ORDERS $0.00 $0.00 $0.00 $0.00 $0.00 Section 00960 Page 3 BID 7222 - Asphalt Overlay Page 113 of 266 Section 00960 Page 4 BID 7222 - Asphalt Overlay Page 114 of 266 2011 ASPHALT OVERLAY 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 NUNIBERS General Requirements 1-2 General Requirements 3-4 General Requirements 5-6 General Requirements 7 General Requirements 8-10 General Requirements 1 t-12 General Requirements 13 General Requirements 14-15 General Requirements 16 General Requirements 17 BID 7222 - Asphalt Overlay Page 115 of 266 SECTION 2500 QUANTITY ESTIMATE S'1'REE"I' FROM '1'U Ru lace'1'a Aace' p p Section V- box T4" V-bo0, IJ" V- bux exlenliun (Pan only) Tyler 6860, ,up \'-bux ,],up Suction Ie/u Lid (port only) TyN'-buxler Top Y-bux "1'up tieelian as/u Lid (Purl only) "1'ulal Vaku Buz Replacement Adjust Std. \IH 24" Adjust Special NIII > 24" Adjust NIII Ring ss'/LucW g4" <J" Adjust \lll Ring "/1.UcRs q4" >3" 1 Unite EA EA CA KA EA EA EA EA EA H V[DI DR PA FTERSON PL SAN[ORD DK 1,00 PA"I-I'IiRSON C1 PATTERSON PL END 4.00 PA I'lERSON Pl- RICHMOND DR END 4.00 RICI IMOND DO SSI FIELDS ST W I JOBS[!100 D I RD 3.00 SANI'ORD DR HEIDI DR END 2.00 SENECAS'I SAM I IOUS'I ON CIR W HORSE-100 I H RID 1,00 SOUTHRIDGE GREENS Arco Sub Foal 000 0,011 ILOII 11.110 U.UO IS,DU II,00 O.UO II.011 CI:N'I ER f TREES BLVD SOUTI ]RIDGE GREENS BLVD WHSI'END BOB GLEN EAGLE CT CENTER GREENS BLVD W17ST END 4.00 GREENRIDGE CIR SOUTHRIDGE GREENS BLVD SOUTIIRIDGE GREENS BL%D 3.00 I IIWAN CT CENTER GREENS BLVD WESTEND 5,00 PERBLF. BEACH CI' GLEN EAGLE CI' NORTH END 2.00 SOU"[ BRIDGE GREENS BLVD PATTERSON PL SANFORD DR II.W C Area Sub Tmal 0.00 O.W U.W U.On U.UU 25.W U.W U.W V.W RIVERSIDE AVE SLEMAY AVE EPROSPECT RD EVERGREEN PARK (2011 PATCHING ONLY) Area Sub Tmal LLUO UAU U.W O.W LLUU LLW U.W U.W O.W COULTER Sr SHORI'LEAF ST END FOXAll. S'F SUGARPINE ST SIGN'l'EkEY DR MON"IEREY DR CONIFER ST I:ND SI FOR I LEAF ST FOX FAIL ST H WILT ON LN SI"I'KAST SUGARPINE ST END SUGARPINE S I' C0F,BFLR SI' END YEW C'I' SITKAST END HUNTINGTON HILLS (HII PATCHING r Area Sob Tmu1 0.00 0.00 000 ILUII FLOE 0.011 U.00 11,011 11.1111 ASH I'ON CT HUN I]NO ION HILLS DR END [ION I INGTON HILLS CI' END FOSSIL CREEK PKWY I IUNTINGTON BILLS DR DEARBORNST FOSSE. CREEK PKWY KESWICK CT HUNTINGTON BILLS FIR END MELROSE CT I IUNTINGTON I [ILLS DR END NORMANDY CT HUNTINGTON HILLS DR END Arta Sub Total 0.00 LLW LLW O.W 0.00 0.W 0.W ON U.W 'I'O'1'AI. UNITS 5.00 2.UU 5.00 3.00 4.00 124.00 21.00 11.00 11.00 Addendum 1 Page 10 of 11 7222 Asphalt Overlay SECTION 01010 SUNINIARY OF WORK 1.1 DESCRIPTION OF WORK A. This work shall consist of asphalt patching, asphalt overlays, asphalt recycling, geotextile paving fabric, and manhole and valve box adjustments on designated streets in the City of Fort Collins. Specific locations are described in Section 3500, Project Map. B. Protection and Restoration. Replace to equal or better conditions all items removed and replaced or damaged during construction. Restore all areas disturbed to match surrounding surface conditions. Also see tree protection standards. C. Construction Hours I_ 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 City Representative. 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 Project Manager, 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 ofsuch work. The cost for field engineering and inspection shall be S50.00 per hour. 1.2 NOTICES TO PRIVATE OWNERS AND AUTHORITIES A. Notify private owners of adjacent property, utilities, irrigation canal, and affected governmental agencies when prosecution of the Work may affect them. B. Give notification 48 hours in advance to enable affected persons to provide for their needs when it is necessary to temporarily deny access or services. C. Contact utilities at least 48 hours prior excavating near underground utilities. D. Contact all agencies at least 72 hours prior to start of construction. Notify all agencies of the proposed scope of work schedule and any items which would affect their daily operation. E. Darren Moritz/Kathleen Maddux will be the Program Manager/Project Manager). Darren Moritz 970-221-6218 Office 970-556-1495 Cell Kathleen Maddox 970-221-6615 Office 970-222-8781 Cell F. Names and telephone numbers of affected agencies and utilities in the area are listed below for Contractor's convenience. General Requirements - Page 1 of 17 BID 7222 - Asphalt Overlay Page 116 of 266 SECTION 01010 SUMMARY OF WORK UTILITIES Water: City of Fort Collins, Colorado 221-6700, Meter Shop 221-6759 Storm 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: Xcel Energy Emergency 1-800-895-2999 Local Contact: Pat Kreager 970.566.4416 Telephone: UNCC/ 1-800-922-1987 Local Contact: Debbie Kautz 970.689.0635 Traffic Operations: City of Ft. Collins, Colorado 221-6630 Cable Television: Comcast 493-7400 Utility Notification Center of Colorado (UNCC) - 811 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: 221-6540 Emergency: 911 Postmaster: US Postal Service: 2254111 Transportation: Transfort: 221-6620 Traffic Engineering: 221-6630 END OF SECTION Larimer County Sheriffs Department: Non -Emergency: 221-7177 Ambulance: Poudre Valley Hospital Non -Emergency: 484-1227 Emergency: 911 General Requirements - Page 2 of 17 BID 7222 - Asphalt Overlay Page 117 of 266 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 Contractors 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. I. 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 Project Manager 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 Project Manager 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. Project Manager 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 Project Manager. 13 PROGRESS MEETINGS A. Contractor and Project Manager shall schedule and hold regular progress meetings at least weekly and at other times as requested by the Project Manager or required by the progress of the Work. B. Attendance shall include: I. Contractor and Superintendent. 2. Owner's Representatives. 3. Program Manager/Project Manager, and Project Representative. 4. Traffic Control Supervisor 5. Others as may be requested by Contractor, Project Manager or Owner. General Requirements - Page 3 of 17 BID 7222 - Asphalt Overlay Page 118 of 266 SECTION 0I040 COORDINATION C. Minimum agenda shall include: 1. Review of work progress since last meeting. 2. Identification and discussion of problems affecting progress. 3. Review of any pending change orders. 4. Revision of Construction Schedule as appropriate. D. The Project Representative 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. CND OF SECTION General Requirements - Page 4 of 17 BID 7222 - Asphalt Overlay Page 119 of 266 SECTION 01310 CONSTRUCTION SECHDULES LI 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 Project Manager, 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 BID 7222 - Asphalt Overlay Page 120 of 266 SECTION 01310 CONSTRUCTION SECHDULES 1.5 OWNER'S RESPONSIBILITY A. Owner's review is only for the purpose of checking conformity with the Contract Documents and assisting Contractor in coordinating the Work with the needs of the Project. B. It is not to be construed as relieving Contractor from any responsibility to determine the means, methods, techniques, sequences and procedures of construction as provided in the General Conditions. END OF SECTION General Requirements - Page 6 of 17 BID 7222 - Asphalt Overlay Page 121 of 266 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 needing surveving. 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 BID 7222 - Asphalt Overlay Page 122 of 266 SECTION 01340 SHOP DRAWINGS SECTION 01340 SHOP DRAWINGS 1.1 GENERAL A. Submit Shop Drawings, Samples, and other submittals as required by individual specification sections. 1. Project Manager will not accept Shop Drawings or other submittals from anyone but Contractor. B. Schedule: Reference Section 0 13 10, Construction Schedules. Submittals received by Project Manager prior to the time set forth in the approved schedule will be reviewed at any time convenient to Project Manager before the time required by the schedule. C. Any need for more than one re -submission, or any other delay in obtaining Project Manager'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 Project Manager 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 Project Manager'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 Project Manager, are at the site and available to workmen. Do not use Shop Drawings which do not bear Project Manager's mark "NO EXCEPTION TAKEN" in the performance of the Work. Review status designations listed on Project Manager'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 Project Manager's notations. Contractor is to proceed with the Work in accordance with Project Manager'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. 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 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 General Requireinents - Page 8 of 17 BID 7222 - Asphalt Overlay Page 123 of 266 SECTION 01340 SHOP DRAWINGS Contract Documents. Project Manager 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. I. 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 Project Manager 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 Project Manager will review for general information but not for substance. c. For Project Manager 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 Project Manager 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 1/2" x I l". 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, and schedule or room numbers shown in the Contract Documents. f. Deviations from Contract Documents. g. Revisions on re -submittals. h. Contractor's stamp, initialed or signed, certifying to review of submittal, verification of products, field measurements and field construction criteria, and coordination of the information within the submittal with requirements of the Work and the Contract Documents. General Requirements - Page 9 of 17 BID 7222 - Asphalt Overlay Page 124 of 266 SECTION 01340 SHOP DRAWINGS 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 Project Manager. 1.4 RE -SUBMISSION REQUIREMENTS A. Make corrections or changes required by Project Manager and resubmit until accepted. B. In writing call Project Manager'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 Project Manager 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 of 17 BID 7222 - Asphalt Overlay Page 125 of 266 SECTION 2500 QUANTITY ESTIMATE STREET FROM 'I'U Adjust Nill Bing w/LGrading 24" 1Ks >4" <3" IIBPGrading S,64-28 Minified BinJer HBP S, 64-22 BinJer HBP Grading SG IIMA Patching Remove & Replace HMA Patching >IU" Remove & Replace HNIA Purer Patching Rnnove & Replace HMA Concrete Pa telling Gcolcaile Paving Fabric Units EA '1t1N 'fON 'rON 'F09 TON TON 'PON $1' HEIDI DR PA1'FERSON PI. SANFORD DR 10502Emll 12A9 3'-.IU 884.00 PATTERSON CT PATTERSON PE END 268.995.35 PATERSON Pt- RICUNIOND DR END 580.11639 RICHMOND DR S SI FIELDS ST W I IORSETOO'I I I RD 70,01120 589.60W7.58 29,70 4,962.89 SANFORD OR 1117IDIDR END 317.1315.10 6930 I,OM22 SHNECA ST SAM HOUS'I ON CIR WHORSI DID'IH DO 219012.12 SOUTHRIDGE GREENS Anro Sab Toml qW 00.06 149.23 800 ILUO 131.10 6431.11 CENTER GREEN BLVD ISOU" I'11RIDGL GREENS BLVD WES"FEND I6079 1.67 1.10 1,353.33 GLEN I7AGLE CT CENTER GREENS BLVD WEST END 24h14 28.55 18.80 2,118931 GREEJRIDGE CIR Sot) H IRIDGE GREENS BLVD SOU'DIRIDGEOREENS BLVD 283.81 3.75 IIIIVAN CT CENTER GREENS BLVD WEST END 21218 17.70 10,10 I0108 14:11BLE REACH LT GLEN E OL1'. C'1 NOR TO END I In64 12.19 31.W 931.30 SOU "I I IRE DOE G REENS BLVD PAT[FISON Pl. SANFORD DR 1,319JS 19.15 RIVERSIDE G011 PATCHING 1 Area Sab 1'u1a1 LLUU 4W II45.'_4 O.UU tl3.Ul U.W O.UU GLOU G245 2H RIVERSIDE AVE SLLMAY AVE EPRUSI!F:CI'ItU 31.10 127.50 EVERGREEN PARK (2011 PATCHING ONIA) Arvo Sab Tulal U UU U.UU 0.00 U.00 JL10 U.UO O.OU 227.SU O.UO COULI LR STIS] ORI1j:AF S I END 5.91) FOX I'All. RE SUGARPINE ST MONTEREY BR 26,17 2W.50 MONTEREY DR CONIFER S'F END 1 L09 fi W SI]OR "I LEAF ST FONTA 11. SI F. WILLOK LN 3.75 000 SITKA ST SUGARPINF. ST END 642 151.80 SUOARPINE ST ' CONIFER SI' END 9.01 65.10 YEW CT SITKA SF END 1.08 0.60 RUN I 1 I 1 AreaSubT0m1E:E4011 L3.42 11.11U 11,011 429.10 11,1111 ASIIION CT I]ON 'I'ING I ON I FILLS DIt END Lfi0 I JUN'IINRI'ON HILLS CI' END FOSSIL. CREEK I'KWY 2.67 92S0 DUN FIND I ON HILLS DR DEAR130KN S'1' FOSSIL CREEK VKWY 18.07 112.90 KESWICK L' HUNTINGTON IIILLS DR END 1.61) 7T10 MELROSE CF HUN'FIND DON IIILLS DR END 5.77 6.0 NORMANDY CT HUN'I'INGTON HILLS DR END 1.60 3,80 Ana Sub TUlal 0.00 Vw U.W U.W 31.31 0.00 QUU 292.70 0.00 TOTAL UNITS 12.00 22,735.36 13,266.05 0.00 1.154.89 421.83 U.UU 3;141.9U 147,781.94 Addendum 1 Page 11 of 11 7222 Asphalt Overlay SECTION ot419 TESTING 1.1 GENERAL A. Provide such equipment and facilities as required 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 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: L 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 Project Manager/City Representative. B. Contractor shall notify the City Representative 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 Contractors' control system shall specifically include all testing required by the various sections of these Specifications. General Requirements - Page 1 I of 17 BID 7222 - Asphalt Overlay Page 126 of 266 SECTION 01410 TESTING 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 City Representative 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 the City Representative weekly. END OF SECTION General Requirements - Page 12 of 17 BID 7222 - Asphalt Overlay Page 127 of 266 SECTION 0t510 TENIPORARY 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. I. Meters may be obtained through the Water Utility Meter Shop at 221-6759 2. Unnecessary waste of water will not be tolerated. C. Furnish necessary water trucks, pipes, hoses, nozzles, and tools and perform all necessary labor. 1.2 SANITARY FACILITIES A. Furnish temporary sanitary facilities at each site for the needs of construction workers and others performing work or furnishing services on the Project. B. Properly maintain sanitary facilities of reasonable capacity throughout construction periods. C. Enforce the use of such sanitary facilities by all personnel at the site. D. Obscure from public view to the greatest practical extent. END OF SECTION General Requirements - Page 13 of 17 BID 7222 - Asphalt Overlay Page 128 of 266 SECTION 01560 TEMPORARY CONTROLS I.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. 1. Chemical dust suppressant shall not be injurious to existing or future vegetation. 1.3 POLLUTION CONTROL A. Prevent the pollution of drains and water courses by sanitary wastes, concrete, sediment, debris and other substances resulting from construction activities. 1. Retain all spent oils, hydraulic fluids and other petroleum fluids in containers for disposal off the site. 2. Prevent sediment, debris or other substances from entering sanitary sewers, storm drains and culverts. 1.4 EROSION CONTROL A. Take such measures as are necessary to prevent erosion of soil that might result from construction activities. 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 straw 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 BID 7222 - Asphalt Overlay Page 129 of 266 SECTION 01560 TEMPORARY CONTROLS 1.5 TRAFFIC CONTROL A. Maintain traffic control in accordance with the "Manual of Uniform Traffic Control Devices" (MUTCD), the Cityof 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 City reserves the right to set haul routes in order to protect pavements, both new and old, from heavy loads. These pavements may include, but are not limited to, recently constructed pavements, recently overlaid pavements, and/or pavements whose condition would be significantly damaged by heavy loads. END OF SECTION General Requirements - Page 15 of 17 BID 7222 - Asphalt Overlay Page 130 of 266 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 City Representative will be the judge of the degree of restoration required. 1.2 PROJECT RECORD DOCUMENTS A. Maintain on thejob site, and make available to the City Representative and/or Project Manager 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 Project Manager shall be submitted prior to project acceptance. END OF SECTION General Requirements - Page 16 of 17 810 7222 - Asphalt Overlay Page 131 of 266 SECTION Ot800 METHOD OF NIEASURENIENT 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 famished 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 BID 7222 - Asphalt Overlay Page 132 of 266 SECTION 02000 PROJECT SPECIFICATIONS The Colorado Department 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 l08 Prosecution and Progress 109 Measurement and Payment 201 Clearing and Grubbing 202 Removal of Structures and Obstructions 203 Excavation and Embankment 208 Erosion Control 210 Reset Structures 306 Reconditioning/Asphalt Recycling 307 Stabilized Subgrade — Class C Fly Ash 401 Plant Mix Pavements 403 Hot Mix Asphalt 403 Hot Mix Asphalt - Patching 420 Geotextile Paving Fabric 627 Pavement Marking 630 Construction Zone Traffic Control BID 7222 - Asphalt Overlay Page 133 of 266 REVISION OF SECTION 104 TRAFFIC AND PARKING CONTROL Subsection 104.04 shall include the following It shall be the Contractor's responsibility to clear parking from the streets when such parking will interfere with the work. Prior to work that requires the street(s) to be closed to parking and/or traffic; the street(s) shall be posted for "NO PARKING". The placement of these signs shall take place at least 24 hours prior to the commencement of work and shall clearly show the type of work, date and times that the message on the sign is in effect. (For example, if street is to be patched on Wednesday, July 2, the street shall be posted no later than Tuesday, July I, 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 type of work, date and times 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. In the event the Contractor deems it necessary to remove a vehicle that has not adhered to the no parking notification, the Contractor shall first make every reasonable effort to locate and contact the owner of the vehicle. Should the Contractor be unable to locate the owner of the vehicle, the Contractor should notify the City Representative to arrange for any required towing. If the No Parking sign has been in place for a minimum of 24 hours, then the City will make every reasonable effort to remove the offending vehicle within four (4) hours of notification by the Contractor. The Contractor shall not be entitled to any additional compensation for delays associated with the towing of illegally parked vehicles. Any work done by the Contractor without traffic control or traffic control No Parking signs will not be paid for under the terms of this Contract. The Owner shall deduct S 1,000.00 for each traffic control day for said conditions. At or near the end of each work day, a representative of the Contractor, the Traffic Control Supervisor, and the City Representative will meet to discuss the progress of the work and the placement of traffic control devices including "NO PARKING" signs. The quantity of traffic control devices used that day and for the next day shall be agreed upon by the Contractor and the City Representative. Any necessary adjustments shall be made. At this time the Contractor shall also review with the City Representative the proposed means of handling parking and traffic control for the upcoming work. It is the responsibility of the Contractor to minimize any inconvenience to the public as a result of their work. The Contractor shall maintain access at all times to all businesses within the project and shall communicate their schedule 48 hours prior to work to all businesses and residents effected by their work. Any changes in the traffic control as directed by the City Representative, including additional signs, barricades, and/or flaggers needed in the field shall be immediately implemented. Traffic Control costs including but not limited to furnishing equipment, equipment set up/removal/modification, TCS and Flagging personnel, vehicles, phones, notification delivery, hand signs, communication devices, sandbags, and all related incidental items required for traffic control under this contract shall be considered a subsidiary obligation of the Contractor in connection with the various items of the Work. No measurement or payment shall be made separately for traffic control related items as specified in the specifications or as directed by the City Representative. See SECTION 630. Project Specifications —Page I of42 BID 7222 - Asphalt Overlay Page 134 of 266 NO PARKING Wed July 7 7Sm00 AM - 6:00 PM PATCHING END OF SECTION Project Specifications —Page 2 oF42 BID 7222 - Asphalt Overlay Page 135 of 266 SPECIFICATIONS AND CONTRACT DOCUMENTS FOR Asphalt Overlay BID NO. 7222 PURCHASING DIVISION 215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS April 5, 2010 - 3:00 P.M. (OUR CLOCK) 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: Reconstruction operations and/or concrete construction 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, Parks, Traffic, Streets, concrete 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. LOAD RESTRICTIONS Subsection 105.17 shall include the following: The City's commitment to our Environmental Management System (EMS) requires that vehicles on City projects shall comply with the adoption of a "Limitation on Engine Idling" to reduce environmental impacts related to construction. Please comply with turning off vehicles instead of idling for long periods (more than three minutes, as a general rule). INSPECTION AND TESTING OF WORK Subsection 105.15 shall include the following: The Contractor shall keep the City Representative informed of his future construction operations to facilitate scheduling of required inspection, measuring for pay quantities, and sampling. The Contractor shall notify the City Representative 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 City Representative from any responsibility for additional costs or delays caused by such failure. Inspection of the work or materials shall not relieve the Contractor ofany 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 City Representative or that payment therefore has been included in the progress estimate. Project Specifications —Page 3 of 42 BID 7222 - Asphalt Overlay Page 136 of 266 REVISION OF SECTION 105 CONTROL OF WORK 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 not be cleaned after the completion of the day's work. It shall be the Contractor's responsibility to provide the necessary manpower and equipment to satisfactorily clean the roadway area. The Contractor shall utilize a combination of pick-up brooms, side brooms and/or other equipment as needed to clean the streets. All sweeping and clean up equipment shall be approved by the City Representative 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 including all required traffic control devices, personnel, and related traffic control incidentals. END OF SECTION Project Specifications —Page 4 of 42 BID 7222 - Asphalt Overlay Page 137 of 266 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 City Representative. 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 City Representative. 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 City Representative prior to placement. The topsoil shall be in a relatively dry state and placed during dry weather. The topsoil shall be fine graded to eliminate rough and low areas and ensure positive drainage. The existing levels, profiles and contours shall be maintained. If any portion of the area to be repaired is greater than five (5) inches in width, the Contractor shall clean and prepare the area along the entire length of the repair location as stated above to a minimum of one (1) foot, place sod over the entire area, water once, and notify the property owner in writing of the nature of the work that has taken place and that the sod will be watered only once. If the area to be repaired is only damaged on the surface, the Contractor shall remove the damaged areas of sod to a depth that will allow new sod to be placed, place new sod, water once and notify the property owner in writing of the nature of the work that has taken place and the fact that the sod will be watered only once. The minimum overall width of the area to be sodded shall be one (1) foot. 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 City Representative directs new work or the reconstruction areas require grade adjustment, the placement of topsoil, sod and sprinkler relocation will be provided by the City under separate contract. All landscaping that is damaged due to construction operations shall be replaced by the Contractor at his expense unless a written waiver is obtained from the property owner and submitted to the City Representative. 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. Project Specifications —Page 5 of 42 BID 7222 - Asphalt Overlay Page 138 of 266 REVISION OF SECTION 107 PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPE In areas where the Citv Representative directs new work or the reconstruction areas require grade adjustment, the placement of topsoil, sod, and sprinkler relocation will be provided by the City under separate contract. All labor, materials, tools, equipment, incidentals, and work involved in protecting or repairing underground facilities including all required traffic control devices, personnel, and related traffic control incidentals shall be considered incidental to the work being done and shall not be measured and paid for separately. END OF SECTION Project Specifications —Page 6 of 42 BID 7222 - Asphalt Overlay Page 139 of 266 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: JAN FEB MAR APR MAY I JUN I JUL AUG SEP OCT NOV DEC SSGiL'69Xd: 1!OSSQb`JrJR' ,5�:3�LX:SUO,iF' a` `d.FA`C,K mMAEYXG u%?s2•16\ rlGQEbYA ' '�X9XJ.L` 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 City Representative. All Work is to be complete for a single project area within one hundred fifty (I50) working days. Once work required prior to the overlay is completed under separate contract, the City Representative will notify the Contractor that the area is completed. The Contractor shall then mobilize to the area within rive (5) working days after receiving notification of its accessibility for arterial streets and within eight (8) working days after receiving notification of its accessibility for collector and residential streets. FAILURE TO COMPLETE WORK ON TIME Subsection 108.08 shall include the following: Failure to meet the agreed upon milestones, mobilize to an area within days specified in 108.07, or fully complete the project in one hundred fifty (I50) working days, shall result in liquidated damages assessed against the Contractor. At the City's option, liquidated damages in the amount of S 1,000.00 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. END OF SECTION Project Specifications —Page 7 or42 BID 7222 - Asphalt Overlay Page 140 of 266 REVISION OF SECTION 109 MEASUREMENT AND PAYMENT Section 109 of the Standard Specifications is hereby revised for this project as follows: Subsection 109.06 shall include the following: Subsection 109.06 shall include the following: Price adjustments will be paid on a monthly basis for asphalt cement included in the work with the following conditions: A Payment will be based on the pay item quantities per the invoice for the following pay items when asphalt cement is included in the pay items: 403 Hot Mix Asphalt (HMA) B Price adjustments may be either positive or negative dollar amounts. The intention of the monthly price adjustment is to account for direct price increases or decreases due to asphalt cement costs only. Any asphalt cement price decreases will also be passed on to the City in the form of a price reduction. C Vendor will be required to submit HMA monthly pricing including the asphalt cement supplier quote for the upcoming month at least one week prior but no later than the 2nd to the last business day of each month. D In the event a vendor does not submit new monthly pricing for the upcoming month, no material will be purchased from that vendor for that month. E No payments will be made to the vendor without receipt of the asphalt cement suppliers' invoice as verification of the asphalt cement price deviation from the original per ton bid price. The prices submitted for verification shall be for delivered asphalt cement for the respective month of invoicing. F Asphalt cement cost adjustments will not be made for any invoices falling wholly after the expiration of contract time. G No pavment will be allowed for anv HNIA material that is deemed to not meet the specifications. The asphalt cement cost adjustment will be the sum of the individual adjustments for each of the pay items. No adjustment will be made for asphalt cement costs on items other than those shown above. EXAMPLE: The bid price per ton listed in Column l shall be valid and held firm for the entire month of April 201 I.The price listed in Column 2 will be the "Price Adjustment Factor" and shall remain fixed throughout the term of the contract. • Bidders will be required to state the April 201 1 asphalt cement price per ton. This will be the base price per ton. • Price increases based on the cost of asphalt cement will be allowed per the following: The vendor must use the amount stated for Item A (April 2011 asphalt cement cost per ton) as a base. If the per ton cost of asphalt cement rises, the amount of increase (the new cost per ton less the base amount shown in Item A) will be calculated as "Increment Units" that will be factored into the formula below to establish the amount of allowable increase for a ton of Finished product. Each "Increment Unit" will equal S10.00 (example; a per ton increase of S35.00 for asphalt cement will result in 3.5 Increment Units). Partial increment units of 0.50 and above will be rounded up; partial units of 0.49 and below will be rounded down. Project Speci tications—Page 8 of 42 BID 7222 - Asphalt Overlay Page 141 of 266 REVISION OF SECTION 109 MEASUREMENT AND PAYMENT This formula will be used to calculate the allowable price increases for each finished product: Allowable increase = number of Increment Units x Price Adjustment Factor Note: The above calculation will also be utilized for any price decreases. Item A: The following bid price is based on the April 2011 price for: Asphalt cement (PG 64-22) S 300.00 /ton MIX DESIGN COLUMN l COLUMN 2 Mix Design Method PRICE ADJUSTMENT FACTOR SFIRP N DESIGN 75 OR 100 GR S (PG 64-22) with 20% RAP S 35_00 /ton $ 0.39 /ton The following example illustrates a price adjustment using the above examples: April per ton cost of asphalt cement = S300.00 May per ton cost of asphalt cement = S335.00 Note: the figure in Item A will always be the figure that is subtracted from each respective increase per ton cost of asphalt cement. Increment Units = S335.00 - S300.00 divided by S 10.00 = 3.5 (rounded up to 4.0) 4.0 Increment Units x $0.39 Price Adjustment Factor = S 1.56 Original Bid price per ton in Column I for GR S (PG 64-22) with 20% RAP = S35.00/ton New May price per ton for GR S (PG 64-22) with 20% RAP = S 36.56 /ton BASIS OF PAYMENT Subsection 109.04 is revised to include the following: Payment will be made under: Pav Item Force Account (Asphalt Cement Cost Adjustment) END OF SECTION Project Specifications —Page 9 of 42 Pay Unit Estimate BID 7222 - Asphalt Overlay Page 142 of 266 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 City Representative prior to any root removals. The City Representative and the City Forester's representative shall then make.a determination regarding removal. Tree roots shall be removed with a sharpened, sanitized saw, cut orthogonal 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 including all required traffic control devices, personnel, and related traffic control incidentals. END OF SECTION Project Spec itications—Page 10 of 42 BID 7222 - Asphalt Overlay Page 143 of 266 REVISION OF SECTION 202 REMOVAL OF STRUCTURES AND OBSTRUCTIONS Section 202 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 202.01 shall include the following: The intent of this specification is to specify materials and methods for the grinding ofexisting pavement sections to remove the pavement to a specified depth, the removal and disposition of the ground material, and the preparation of the surface of the base material disturbed by the grinding process. All workmanship and materials shall be in accordance with this specification. CONSTRUCTION REQUIREMENTS Subsection 202.09 shall include the following: All concrete marked for repair within areas marked for grinding shall be repaired prior to commencement of the grinding. The Contractor shall provide a smooth surface suitable for the installation of new pavement to follow. The finished surface shall be free from gouges, grooves, ridges, soot, oil film and other imperfections of workmanship. The completed ground surface shall have a uniform textured appearance. It is the intent of this specification that the finished cross section of the roadway will be improved to eliminate excessive crown, excessive lips at the gutter pan areas and that the overall ride quality of the roadway section will be improved. The existing pavement shall be ground to the depth specified. Allowable tolerance for the pavement removal shall be f'/4" from the specified depth. In areas where the grinding process disturbs the existing subgrade/base course, the Contractor shall utilize a rubber tired roller to re -compact the surface. This item will not be measured and paid for separately but shall be included in the price for Removal of Structures and Obstructions (Grinding/Surface Preparation). If, in the opinion of the City Representative, the subgrade material/base course is unsuitable and will require additional grinding and/or excavation, the City Representative will direct the Contractor to perform the work in accordance with this specification, Section 203 - Excavation. The method of work and payment are covered in the appropriate specification. Stockpiling of ground materials or cuttings shall not be permitted on the project site. All ground materials shall become the property of the City of Fort Collins and shall be delivered by the Contractor to the City's site at 1500 Hoffman Mill Road. A grinding machine shall be used by the Contractor to perform the grinding operation. The equipment shall be self- propelled with sufficient power, traction, and stability to maintain adequate depth of cut and slope. The equipment shall be capable of accurately and automatically establishing a finish profile grade along each edge of the machine within = Y." of the specified depth. The grinding depth along the curb and gutter shall always be one inch (1") greater than the specified depth. This item will not be measured and paid for separately but shall be included in the unit price for grinding to the specified depth. The grinding machine shall be equipped with an integral loading and reclaiming means to immediately remove the materials being cut from the surface of the roadway and discharge the cuttings into a truck, all in one operation. The machine shall be equipped with a means to control the dust created by the cutting action and shall meet or exceed all local, state and federal air pollution laws. Project Specifications —Page I I of42 BID 7222 - Asphalt Overlay Page 144 of 266 REVISION OF SECTION 202 RENIOVAL OF STRUCTURES AND OBSTRUCTIONS A skid -steer style planer attachment shall be used by the Contractor to perform the grinding operation with an approximate width of two (2") feet. The equipment shall be self-propelled with sufficient power, traction, and stability to maintain adequate depth of cut and slope. The Contractor shall also provide adequate backup equipment (mechanical street sweepers, loaders, water truck, etc.) and adequate personnel shall be provided to insure that all cuttings are removed from the roadway daily. It is the intent of this specification is that the ground section will be paved back as follows: On streets where the grinding depth is such that the aggregate base course is to be replaced, the aggregate base course shall be placed the same day as the grinding and the bituminous paving (Ist lift) within 48 hours of the grinding. The City Representative reserves the right to require that the ground section be paved back immediately in the case of grinding done on Friday in the event that severe weather is imminent, or in the case that the ground section presents an extreme safety hazard to the traveling public or inconvenience to the residents. In the event that the ground section is not paved back the same day as the grinding, the Contractor shall provide access to the residents as directed by the City Representative. In the event that the ground section is not paved back the same day as the grinding, the Contractor shall be responsible for the protection of the subgrade/base course until subsequent courses have been placed. The City Representative may require that the pavement grinding operation be referenced from an independent grade control in those areas where the existing curb and gutter or roadway surfaces have deteriorated. In the event that the entire pavement width along a section of roadway has not been ground to a uniform surface by the end of the work period resulting in a vertical longitudinal face exceeding one inch (I ") in height, this longitudinal face shall be sloped in a manner acceptable to the City Representative so as not to create a hazard to traffic using the roadway during periods when the construction is not in progress. Transverse faces that are present at the end of the working period shall be tapered at a 3: l ratio (three (3") inches horizontally for each one ( I ") inch of vertical drop.) The grinding machine shall not be operated within the close proximity to manholes, inlets, valve boxes and other obstructions that have not been lowered to avoid damage to these structures. (See Revision of Section 2 10 — Reset Structures for requirements for referencing structures during construction.) The approaches to and from these structures shall be tapered to allow a smooth transition over these structures to accommodate traffic flow over the manhole, valve box or other obstruction. Allowable taper shall not be greater than one quarter inch vertical rise per one foot distance from the structure. All curbs, gutters and other surfaces shall be cleaned of all debris and left in a neat and presentable condition at the end of each working day. The Contractor shall use all means necessary to prevent the spread ofdust and debris during the performance of the work. Where equipment comes into contact with tree branches and other plant material, the contractor shall exercise suitable caution to avoid damage to all trees, shrubs, and other plant material. All trimming shall be performed under the direction of the City Representative. Project Specifications —Page 12 of 42 BID 7222 - Asphalt Overlay Page 145 of 266 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 GENERAL REQUIREMENTS INDEX 01010 Summary of Work General Requirements 1-2 01040 Coordination General Requirements 3-4 01310 Construction Schedules General Requirements 5-6 01330 Survey Data General Requirements 7 01340 Shop Drawings General Requirements 8-10 01410 Testing General Requirements 11-12 01510 Temporary Utilities General Requirements 13 01560 Temporary Controls General Requirements 14-15 01700 Contract Closeout General Requirements 16 01800 Method of Measurement and Basis of Payment General Requirements 17 REVISION OF SECTION 202 REMOVAL OF STRUCTURES AND OBSTRUCTIONS METHOD OF MEASUREMENT Subsection 202.11 shall be revised to include the following: The accepted quantities of Grinding and Surface Preparation will be paid for at the contract unit price per square yard including haul. The removal of material in areas not accessible to the grinding machine will be paid for at the contract unit price for Grinding. Taper Planing shall consist of cold milling along the gutter at a depth specified by the City Representative tapered to a depth on the other side of the mill of zero inches (0"). The width for Taper Planing shall be primarily 6 feet. Taper Planing shall be paid at the contract unit price per lineal foot. BASIS OF PAYMENT Subsection 202.12 is revised to include the following: Payment will be made under: Pav Item 202.10 Grinding (Planing)/Surface Preparation Depth < 3 inches 202.20 Grinding (Planing)/Surface Preparation Depth > 3 inches to > inches 20230 Grinding (Planing)/Surface Preparation Depth > > inches to 7 inches 202.40 Grinding (Planing)/Surface Preparation Depth > 7 inches to 9 inches 202.50 Taper Planing Along Gutter 202.60 Bobcat Style Milling < 3" 202.70 Skid -Steer Style Milling — Additional Inch Thickness Pay Unit Square Yard Square Yard Square Yard Square Yard Lineal Foot Square Yard Square Yard - Inch The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, incidentals, all required traffic control devices, personnel, and related traffic control incidentals,and for doing all work involved in the Grinding and Surface Preparation, including haul, complete -in -place, as shown on these plans, as specified in these specifications, and as directed by the City Representative. END OF SECTION Project Specifications —Page 13 of 42 BID 7222 - Asphalt Overlay Page 146 of 266 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 City Representative. All excavation will be classified, "General Excavation", "Muck Excavation", as hereafter described. The Contractor shall dispose of all excavated material. Subsection 203.02 is revised to include the following: (a) General Excavation shall consist of the excavation of all materials of whatever character required for the work not being removed under some other item. (b) Muck Excavation shall consist of the removal of unstable soils unsuitable for construction not being removed under some other item. Subsection 203.03 is revised to include the following: 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 does not need to 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 City Representative COSNTRUCTION REQUIREMENTS Subsection 203.04 is revised to include the following: The Contractor shall be responsible for the protection of the subgrade/base course until subsequent courses have been placed. The excavation will be accomplished in the following manner: General Excavation: The pavement areas to be removed will be marked on the surface by the City Representative with paint. A straight vertical cut shall be made through the pavement 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. [f, in the opinion of the City Representative, the subgrade material is unsuitable, it shall be removed to the limits and depths designated. After the material has been removed to the depth specified by the City Representative, the Contractor shall prepare the subgrade by compacting with a sheepsfoot roller, rubber tired roller and/or other compaction equipment as approved by the City Representative. The subgrade preparation shall not be measured and paid for separately, but shall be included in the contract unit price for General Excavation. Muck Excavation: Where excavation to the finished grade section (including General Excavation and Patching) results in a subgrade of unsuitable soil, the City Representative may require the Contractor to remove the unsuitable materials and backfill to the finished grade section with approved material (asphalt or borrow). Project Speci6eations—Page 14 or42 BID 7222 - Asphalt Overlay Page 147 of 266 REVISION OF SECTION 203 EXCAVATION AND ENIBANKMENT After the material has been removed to the depth specified by the City Representative, the Contractor shall prepare the subgrade with a sheepsfoot roller, rubber tired roller, vibratory plate, steel drum roller, and/or other compaction equipment as approved by the City Representative. The subgrade preparation shall not be measured and paid for separately but shall be included in the contract unit price for Muck Excavation. Borrow: Borrow shall be placed as directed by the City Representative. The minimum amount of borrow shall be one load (approximately ten (10) ton). The cost for water and compaction shall be included in the Contract Unit Price for Borrow. METHOD OF MEASUREMENT Subsection 203.13 shalt include the following: The Contractor and the City Representative shall field measure and agree upon the excavated quantity before any further work continues. Should the Contractor fail to request the City Representative to measure any work and perform other work that would prevent the City Representative from measuring pay quantities, the Contractor shall not be compensated for materials not measured by the City Representative. 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. Material used for the Haul and Place Recycled Asphalt item will be provided, loaded, and weighed by the City at the Hoffinan Mill pit. Payment will be per ton of material delivered and placed on the site. The unit price for Shouldering does not include material. BASIS OF PAYMENT Subsection 203.14 shall include the following: Payment will be made under: Pay Item Unit 203.10 Excavation — General Less Than 100 CY Cubic Yard 203.20 Excavation —General Over 100 CY Cubic Yard 20.30 Excavation —Muck Cubic Yard 203.40 Borrow —Less Than 100 Ton Ton 203.50 Borrow — Over 100 Ton Ton 203.60 Haul & Place Recycled Asphalt Ton 203.70 Shouldering L.F. The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, incidentals, all required traffic control devices, personnel, and related traffic control 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 City Representative. END OF SECTION Project Specifications—Pa,ge 15 of 42 BID 7222 - Asphalt Overlay Page 148 of 266 REVISION OF SECTION 208 EROSION CONTROL Section 208 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 208.01 shall be revised as follows: This work shall consist of constructing, installing, maintaining, and removing when required, erosion control measures during the life of the Contract and at a minimum at all inlets to prevent or minimize erosion, sedimentation, and pollution of any state waters. Work shall be in accordance with the Colorado Department of Transportation Standard Specifications for Road and Bridge Construction (latest edition), The City of Fort Collins Urban Drainage and Flood Control District Urban Drainage Criteria Manual, and the City of Fort Collins Environmental Standard Operating Procedures contained herein, section 04000. Any loss of time or materials related to erosion shall be the sole responsibility of the Contractor. Any damage to surrounding properties or facilities (either on site or offsite) related to erosion caused by construction of this project, will be the sole responsibility of the Contractor MATERIALS Subsection 208.02 shall be revised as follows: Contractor will submit the type of material to be used for erosion control measures prior to beginning the work. Straw wattles shall not be allowed. CONSTRUCTION REQUIREMENTS All erosion control measures must be installed prior to starting work It shall be the responsibility of the contractor to ensure that all roadways near the project are kept clean of construction debris. Inlet filters All storm drainage system inlets shall be filtered unless better treatment is available before water is discharged into streams or onto adjacent properties. These methods are applicable to existing and proposed drain systems that will be operational before the drainage basin is stabilized. Drop Inlets Drop inlets in unpaved areas shall be filtered with straw bales anchored with wooden stakes as shown in Figure D- 23. Drop Inlets in paved areas shall have gravel filters Figure D-24. Materials other than straw bales must be demonstrated to provide the same level of treatment before acceptance by Fort Collins. Straw bales shall be placed in a single row tightly butted end -to -end or overlapped and staked. The bales shall be installed to a minimum depth of four inches. After bales are installed and staked, loose straw will be wedged between bales and soil shall be backfilled three inches against the filter. Curb -opening Inlets Curb -opening Inlets shall be filtered with a combination of concrete blocks, 1/2 — inch wire screen and coarse gravel (3/4 — inch) constructed according to Figure D-25, or as Approved by the City Representative. Project Specifications —Page 16of42 BID 7222 - Asphalt Overlay Page 149 of 266 REVISION OF SECTION 208 EROSION CONTROL Maintenance The contractor shall continuously maintain all erosion and sediment control features so that they function properly during site construction. See Detail SC-5 contained herein. All inlet filters shall be inspected and repairs made after each runoff event. Sediments shall be removed when one half the design depth has been filled. Removed sediments shall be deposited in an area tributary to a sediment basin. Sediments shall be removed immediately from the traveled way of roads and streets. METHOD OF MEASUREMENT Subsection 208.07 is revised to include the following: Payment will be made by the lineal foot for inlet protection at each location within the area as required by the City Representative. When work begins in a new area, an additional payment will be made for protection of the inlet locations in the new area designated by the City Representative. The length shall be sufficient to protect the opening and sides of the inlet grate. A maximum of four (4') lineal foot additional to the opening width shall be paid. Excessive lengths shall not be paid. When a protection device is installed at a new location, whether the protection device is new or has been relocated, an additional lineal foot payment will be made for the protection of the location. I . Inlet protection shall include sufficient length to protect around the perimeter ofthe grate on a standard size inlet opening. A protection device shall be installed on the down hill side of the truck washout area and shall be considered incidental to the work and not be paid for separately. Excavation required for removal of accumulated sediment from traps, basins, and other clean out excavation of accumulated sediment, and the disposal of such sediment, shall be considered incidental to the work. Street sweeping will not be measured or paid for separately but shall be incidental to the work. Erosion control measures used during saw cutting are considered incidental to all saw cutting operations and shall not be paid for separately. BASIS OF PAYMENT Subsection 208.08 is revised to include the following: Payment will be made under: Pay Item Unit 208.10 Rock Wattle 208.20 Crumb Rubber Wattle 20830 Straw Bales END OF SECTION Project Specifications —Page 17 of 42 Units L.F. L.F. E.A. BID 7222 - Asphalt Overlay Page 150 of 266 REVISION OF SECTION 210 RESET STRUCTURES Section 210 of the Standard Specifications is hereby revised as follows: CONSTRUCTION REQUIREMENTS Subsection 210.02 is revised to include the following: Manholes, valve boxes, meter boxes, and all other similar structures located in a pavement shall be adjusted as noted below. Prior to beginning any construction on existing streets that will receive reconstruction and/or overlay, the Contractor shalt mark on the curb and gutter with paint the location of all existing structures. These markings shall be maintained by the Contractor until the work has been completed and accepted by the City Representative. The Contractor shall do all work needed to ensure that said structures can be readily adjusted and shall have all necessary materials on hand prior to commencing the work. Contractor shall verify that manholes and valve boxes can be adjusted prior to the overlay. In the event they cannot be adjusted, or properly fitted with rings, the Contractor shall excavate and adjust prior to the overlay as noted below. All structures shall be adjusted to be 1/8"- 1/2" below the pavement. In locations where a structure to be adjusted is surrounded by a concrete collar, the concrete collar shall be removed and replaced with Hot Mix Asphalt. HBP Grading SG shall be used in all locations except as noted below. In locations where a structure adjustment takes place and no overlay is scheduled, HBP Grading SG shall be placed in the bottom of the patches and shall be left one and one-half (I %: ) to two (2) inches below the existing street surface to allow the patch to be "topped" with a surface course material. The "topping" material shall be Hot Mix Asphalt Grading SX or S on residential and Grading S on arterials or collector streets Hot Mix Asphalt used for "topping" material will be measured and paid for at the contract unit price for Patching. Pavement removal (concrete or asphalt) and placement of bituminous material (Hot Mix Asphalt) utilized for structure adjustment, including Grading SG and "topping" material (Grading SX), shall be paid for under the contract unit price for Patching. Subsection 2 10. 10 is revised to include the following: The City Representative shall determine the method of adjustment for each structure. Valve boxes shall be adjusted by one of the following methods: Adjust by removing the existing pavement (concrete or asphalt), adjusting the valve by turning it to the proper grade, trimming the existing asphalt by cutting vertical edges, then spreading and mechanically compacting bituminous material. This item will be measured and paid for separately under "Adjust Valve Box", not including bituminous material. If the valve box cannot be turned up or can be turned up, but not sufficiently to achieve the proper grade or if the top section of valve box is in poor condition, the Contractor shall excavate around the top section of the valve box, and remove and replace the top section with a longer section. The top section part will be measured and paid for separately under the terns of this Contract. The excavation shall then be back filled with Non -Shrink backfill to the top of subgrade, and then material of the same grade and quality as the adjacent pavement shall be placed. A mix design for Non -Shrink back full shall be submitted and approved prior to starting work. These items shall be measured and paid for separately under "Adjust and Replace Top Section of Valve Box", not including the top section part or bituminous material. Project Specifications —Page IS of 42 BID 7222 - Asphalt Overlay Page 151 of 266 REVISION OF SECTION 210 RESET STRUCTURES Non -Shrink backfill -- also called Flowable Fill or Unshrinkable Fill -- shall be a Portland Cement Concrete Mix. The cement shall conform to the Standard Specifications for Portland Cement, ASTM C 150-85, Type UII. The minimum 24 hour strength shall be 10 psi and the maximum 28 day strength shall be 60 psi. The maximum aggregate size shall be one inch (I"). The minimum slump shall be six inches (6") and the maximum, eight inches (8"). The non -shrink backfill shall be consolidated with a mechanical vibrator. Adjust with adjusting rings or Screw Type Adjustable Risers. These items will be measured and paid for under "Adjust Valve Box with Ring" or "Adjust Valve Box with Screw Type Adjustable Riser", including material (parts). The Contractor shall exercise reasonable care while attempting to adjust the valve boxes. Ifthe Contractor is negligent and breaks the valve box, said valve box shall be replaced at the Contractor's expense. Adjusting rings for valve boxes shall be of the type manufactured by the Tyler Manufacturing Company or an approved equal. Valve Box Top Section, Screw Type Adjustable Risers, and Extensions shall be of the type manufactured by the Tyler Manufacturing Company, 6850 or 6860 Series, as approved by the City Representative. Manholes shall be adjusted by one of the following methods: Adjust by removing an area of pavement (concrete or asphalt) with a minimum diameter one foot (I') larger than the structure (centered on the structure) by cutting vertical edges, adjusting the manhole by grouting concrete rings and/or utilizing metal shims to raise the structure to the proper grade, then spreading and mechanically compacting bituminous material. This item will be paid for under "Adjust Manhole", not including bituminous material. 2. Adjust with adjusting rings. This item will be measured and paid for separately under "Adjust Manhole with Locking Ring". Standard/non-adjustable paving rings are not permitted on arterial streets, collector streets, or in the wheel path of a travel lane. Contractor shall verify that the manhole can properly be adjusted with a ring to the proposed grade prior to beginning the overlay. The City Representative may allow turnbuckle style paving rings that tighten into place securely When the manhole adjustment is complete, the slope of the top surface of the manhole cover shall match the slope of the pavement in both the longitudinal and traverse directions and the inside shall be grouted. Any manhole cover which is unstable or noisy under traffic shall be replaced by the Contractor. If a manhole or valve box is located in an area to be patched or cold milled, it may be adjusted as part of that operation utilizing one of the methods listed in the previous paragraphs. The adjustment will be paid for under the matching item. If the structure is adjusted during the grinding or patching operation, the Contractor shall place hot bituminous material around the structure as directed by the City Representative to insure that it will not be a hazard to vehicular traffic. The Contractor shall be responsible for immediately cleaning out all construction materials that may fall into manholes, valve boxes, or other structures during the construction process. In the event that a structure was not properly adjusted (i.e. too high or too low), written notice will be given by the City Representative to the Contractor requiring the Contractor to make the necessary adjustments within five (5) working days. In the event that the structure is not adjusted within said time frame, the City Representative shall have the right to engage a third party to complete the work, and to withhold the cost of such work from payments due the Contractor. Project Specifications —Page 19 of 42 BID 7222 - Asphalt Overlay Page 152 of 266 REVISION OF SECTION 210 RESET STRUCTURES The City Representative will also notify the Contractor in writing of any structures that were covered during the paving operation. The Contractor shall then have five (5) working days to make said structure accessible or will be subject to the constraints of the previous paragraph with respect to a third party completing the work. In the unlikely event that a structure is adjusted after the overlay is complete, the Contractor must exercise care as not to damage the new pavement surrounding the stricture. The "topping" material shall be Grading S or SX on residential streets, and Grading S on arterial and collector streets. Grading SG shall be used for the bottom lifts as described in Revision of Section 403, Hot Mix Asphalt — Patching. METHOD OF MEASUREMENT Subsection 210.12 shall include the following: The accepted quantities of Adjust Manholes, Valve Boxes, and Meter Boxes will be paid for at the contract unit price per each. Non -shrink backfill, concrete, haul and disposal will not be measured and paid for separately but shall be included in the contract unit price for each type of adjustment. BASIS OF PAYMENT Subsection 210.13 shall include the following: Payment will be trade under: Pav Item Unit 210.00 Reset Mail Box Each 210.01 Adjust Valve Box Each 210.02 Adjust Valve Box with Ring Each 210.03 Adjust Valve Box with Tyler 6860 Series, Item R 69, Screw Type Adjustable Riser Each 210.04 Adjust and Replace Top Section of Valve Box Each 210.05 Tyler 6850 Series, Item 58, 14" Valve Box Extension (Par Only) Each 210.06 Tyler 6860 Series 16" Valve Box Top Section Without Lid (Part Only) Each 210.07 Tyler 6860 Series 26" Valve Box Top Section Without Lid (Part Only) Each 210.08 Total Valve Box Replacement Tyler 6860 Series, 30" Bottom Section Each 210.09 Adjust Standard Manhole < 24" Each 210.10 Adjust Special Manhole > 24" Each 210.11 Adjust Manhole with Ring Each Project Specifications —Page 20 of 42 BID 7222 - Asphalt Overlay Page 153 of 266 REVISION OF SECTION 210 RESET STRUCTURES 210.12 Adjust Manhole with Locking Ring < 24" dia., < 3" height Each 210.13 Adjust Manhole with Locking Ring < 24" dia., > 3" height Each 210.14 Adjust Manhole with Locking Ring > 24" dia, 5 3" height Each 210.15 Adjust Manhole with Locking Ring >24" dia, > 3" height Each The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, all required traffic control devices, personnel, and related traffic control incidentals and for doing all the work involved in adjusting structures, complete -in -place, including non -shrink backfill, concrete, haul and disposal, as shown on the plans, as specified in these specifications, and as directed by the City Representative. END OF SECTION Project Specifications —Page 21 of 42 BID 7222 - Asphalt Overlay Page 154 of 266 REVISION OF SECTION 306 RECONDITIONING/ASPHALT RECYCLING Section 306 of the Standard Specifications is hereby revised as follows: CONSTRUCTION REQUIREMENTS Subsection 306.02 is revised to include the following: Reconditioning shall consist of scarifying and compacting the top 8" of the entire subgrade. Sufficient water shall be added to meet the density requirements as specified. The subgrade shall be thoroughly mixed and moistened to full depth and compacted as specified in Section 203.07. The reconditioned surface shall not vary above or below the tines and grades as staked by more than 0.04 foot under asphalt or concrete pavement, or 0.08 foot under aggregate base course. The surface shall be tested prior to application ofany base course or pavement. All defective work shall be corrected as directed. The surface shall be satisfactorily maintained until base course or pavement has been placed. Asphalt Recycling shall consist of homogeneously pulverizing and mixing the existing asphalt roadway and underlying base material to a depth as determined by the City Representative. Care shall be taken to insure that the recycling process does not extend into the subgrade material. The resulting mixture shall be pulverized and blended to the satisfaction of the City Representative and meet the following requirements: Minimum Passing 1 %" 97-100 % Minimum Passing No. I Sieve 60-65 % The equipment required for Asphalt Recycling shall be a self-propelled, rotary cross shaft mixing machine with a minimum of 400 horsepower and equipped with carbide -tipped teeth. This machine must be capable of making consecutive passes until the gradation requirement is met. The mixer shall be capable of pulverizing and mixing to a minimum depth of 12". The subcontractor performing Asphalt Recycling must have previous experience in the field of in -place Asphalt Recycling. METHOD OF MEASUREMENT Subsection 306.03 is revised to include the following: The accepted quantities of Reconditioning and in place Asphalt Recycling will be paid for at the contract unit price per square yard. BASIS OF PAYMENT Subsection 306.04 is revised to include the following: Payment will be made under: Pav Item 306.10 Subgrade Preparation Unit S.Y. 306.20 Asphalt Recycling (5-10") S.Y. Project Specifications —Page 22 of 42 BID 7222 - Asphalt Overlay Page 155 of 266 SPECIFICATIONS 02000 Project Specifications 02500 Quantity Estimate 03000 Details 03500 Index & Maps 04000 Erosion Control & Inlet Protection Rev10/20/07 Section 00020 Page 2 REVISION OF SECTION 306 RECONDITIONING/ASPHALT RECYCLING The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, incidentals, all required traffic control devices, personnel, and related traffic control incidentals, and for doing all work involved in Reconditioning and Asphalt Recycling, complete -in -place, including compaction, wetting or drying, and finish grading, as shown on the plans, as specified in these specifications, and as directed by the City Representative. END OF SECTION Project Specifications —Page 23 of 42 BID 7222 - Asphalt Overlay Page 156 of 266 REVISION OF SECTION 307 STABILIZED SUBGRADE - CLASS C FLY ASH Section 307 of the Standard Specification is hereby revised as follows: DESCRIPTION Subsection 307.01 is revised to include the following: This item shall consist of treating the subgrade, existing sub -base or existing base, by pulverizing, adding Class C fly ash, and mixing and compacting the mixed material to the required density. This item applies to natural ground or embankment and shall be constructed as specified herein and in conformity with the typical sections, lines and grades as shown on the plans or as established by the City Engineer. MATERIALS Subsection 307.02 is revised to include the following: Fly Ash - Fly Ash shall meet ASTM C 618 for Class C Fly Ash. Water - The water used in the stabilized mixture shall be potable. CONSTRUCTION REQUIREMENTS Subsection 307.04 is revised to include the following: EQUIPMENT The machinery, tools and equipment necessary for proper prosecution of the work shall be on the project and approved by the City Representative prior to the beginning of construction operations. All machinery, tools, and equipment used shall be maintained in a satisfactory and workmanlike manner. Fly ash is furnished in trucks. Each truck shall have the weight of fly ash recorded on certified scales. CONSTRUCTION METHODS General It is the purpose of this specification to secure a completed course of treated material which contains a uniform fly ash/soiI mixture with no loose or segregated areas; has a uniform density and moisture content; is well bound for its full depth; and has a smooth surface suitable for placing subsequent courses. It shall be the responsibility of the Contractor to regulate the sequence of his work; to process a sufficient quantity of material to provide ftdl depth as shown on the plans; to use the proper amounts of fly ash; to maintain the work; and to rework the courses as necessary to meet the above requirements. Preparation of Subgrade Before other construction operations are begun, the subgrade shall be graded and shaped to enable the fly ash treatment of materials in place, in conformance with the lines, grades, and thickness shown on the plans. Application The fly ash shall be spread by a method approved by the City Engineer at the rates shown on the plans or as directed by the City Representative. Fly ash shall not be applied when wind conditions, in the opinion of the City Representative, are such that blowing fly ash becomes objectionable to traffic or adjacent property owners. Project Specifications —Page 24 of 42 BID 7222 - Asphalt Overlay Page 157 of 266 REVISION OF SECTION 307 STABILIZED SUBGRADE - CLASS C FLY ASH During final mixing, the materials shall be sprinkled, as directed by the City Representative, until the proper moisture content has been secured. However, initial mixing after the addition of fly ash will be accomplished dry, or with a minimum of water, to prevent fly ash balls. Final moisture content of the mix, prior to compaction, shall not exceed the optimum moisture content of the mix by more than 2%, nor be less than optimum by more than 2%. Should the natural moisture content of the soil be above the specified range, aeration of the soil may be required prior to addition of the fly ash. Mixing The soil and fly ash shall be thoroughly mixed by approved road mixers or other approved equipment. The mixing shall continue until, in the opinion of the City Representative, a homogeneous, friable mixture ofsoil and the mixture should be added after initial mixing. There shall be a 6" overlap between passes to assure a consistent mix. Compaction Compaction of the mixture shall begin immediately after mixing of the fly ash and shall be completed within 2 hours following addition of water to the fly ash. The material shall be sprinkled as necessary to maintain the optimum moisture. Compaction of the mixture shall begin at the bottom and shall continue until the entire depth Of mixture is uniformly compacted to the specified density. All non -uniform (too wet, too dry, or insufficiently treated) areas which appear shall be corrected immediately by scarifying the areas affected, adding or removing material as required, and reshaping and re -compacting by sprinkling and rolling. The surface of the course shall be maintained in a smooth condition, free from undulations and ruts, until other work is placed thereon or the work is accepted. The stabilized section shall be compacted to the extent necessary to provide the density specified below. DESCRIPTION DENSITY For fly ash treated subgrade, existing subbase or existing Not less than 95% maximum dry density base that will receive subsequent subbase or base courses. (ASTM D 698) For fly ash treated base that will receive surface course. Not less than 97% maximum dry density (ASTM D 698) In addition to the requirements specified for density, the full depth of the material shown on the plans shall be compacted to the extent necessary to remain firm and stable under construction equipment. After each section is completed, tests as necessary will be made by the City Representative. If the material fails to meet the density requirements, the City Representative may require it to be reworked as necessary to meet those requirements or require the Contractor to change his construction methods to obtain required density on the next section. Throughout this entire operation the shape of the course shall be maintained by blading, and the surface, upon completion, shall be smooth and in conformity with the typical section shown on the plans and to the established lines and grades. Blading should be terminated within 2 hours after blending of the fly ash. Should the material, due to any reason or cause, lose the required stability, density or finish before the next course is placed, or the work is accepted, it shall be reprocessed, re -compacted, and refinished at the sole expense of the Contractor. Reprocessing shall follow the same pattern as the initial stabilization, including the addition of fly ash. Finishing, Curing, and Preparation for Surfacing After the final layer or course of the treated subgrade, subbase or base has been compacted, it shall be brought to the required lines and grades in accordance with the typical sections. Project Specifications—Pa.ge 25 of 42 BID 7222 - Asphalt Overlay Page 158 of 266 REVISION OF SECTION 307 STABILIZED SUBGRADE - CLASS C FLY ASH (a) The resulting base surface shall be thoroughly rolled with a pneumatic tire roller and "clipped", "skinned", or "tight bladed" by a power grader to a depth of approximately 1/4", removing all loosened stabilized material from the section. Re -compaction of the loose material should not be attempted. The surface shall then be thoroughly compacted with the pneumatic roller, adding small increments of moisture as needed during rolling. If plus No. 4 aggregate is present on the surface of the mixture, one complete coverage of the section with the flat wheel roller shall be made immediately after the "clipping" operation. When directed by the City Representative, surface finishing methods may be varied from this procedure provided a dense, uniform surface, free of surface compaction planes, is produced. The moisture content of the surface material must be maintained within the specified range during all finishing, and shall proceed in such a planner as to produce, in not more than 2 hours, a smooth, closely knit surface, free of cracks, ridges, or loose material conforming to the crown, grade and line shown on the plans. (b) After the fly ash treated course has been finished as specified herein, the surface shall be protected against rapid drying in a thorough and continuously moist condition by sprinkling for a period of not less than 3 days, or until the surface or subsequent courses are placed. METHOD OF MEASUREMENT Subsection 307.13 is revised to include the following: Fly ash treatment of the subgrade, existing subbase, and existing base shall be measured by the square yard to neat lines as shown on the typical sections. BASIS OF PAYMENT Subsection 307.14 is revised to include the following: Work performed and materials furnished as prescribed by this item and measured as provided under "Measurement' will be paid for as follows: Pay Item Unit 307.10 Class C Fly Ash Delivered and Spread 12" Depth, 10% by Weight Ton 307.20 Stabilize Subgrade — Tilled & Watered S.Y. "Fly Ash Treated Subgrade" will be paid for at the unit price bid per square yard. The unit price bid shall be full compensation for all correction of secondary subgrade; for loosening, mixing, pulverizing, spreading, drying, application of fly ash, and maintaining; for all curing, including all curing water and/or other curing materials; forall manipulations required; all required traffic control devices, personnel, and related traffic control incidentals and for all hauling and freight involved; for all tools, equipment, labor, and for all materials necessary to complete the work, including fly ash, as shown on the plans, as specified in these specifications, and as directed by the City Representative. END OF SECTION Project Specifications —Page 26 or42 BID 7222 - Asphalt Overlay Page 159 of 266 REVISION OF SECTION 40t PLANT MIX PAVEMENTS Section 401 of the Standard Specifications is hereby revised as follows: MATERIALS The following two paragraphs shall be deleted from Subsection 401.02 (a)(4) "A sufficient quantity of each aggregate, mineral filler, reclaimed material, and additive for the required Laboratory tests." "The Department will process one asphalt design mix for each pavement grading at no charge to the Contractor. The Contractor will be assessed a charge of S3,000 for testing and evaluating each additional design mix submitted by the Contractor." Subsection 401.02 is hereby revised to include the following: Requests made in writing by the Contractor for changes in the job mix formula will be considered by the City Engineer. A job mix formula shall be determined by the Contractor and submitted to the Project Manager for approval a minimum of one week prior to the beginning of construction for each proposed change. The Contractor shall provide the Project Manager with a report from an independent testing laboratory acceptable to the Project Manager. The report shall state the Superpave properties, optimum oil content, job mix formula, and recommended mixing and placing temperatures. The costs for all job mix formulas shall be the responsibility of the Contractor. If the Contractor uses more than three (3) job mix formulas for a type of plant mix pavement used, the City may charge the Contractor for testing and evaluation of the mix designs, including the costs for calibration. Mix design verification testing shalt be the responsibility of the Contractor. A minimum of one verification per mix design or one per 10,000 ton of mix used shall be provided to confirm oil content, gradation, air voids, VMA, and stability. CONSTRUCTION REQUIREMENTS Subsection 401.07 shall include the following: Plant mix pavement shall be placed only on properly prepared unfrozen surfaces which are free ofwater, snow, and ice. The plant mix pavement shall be placed only when both the air and surface temperatures equal or exceed the temperatures specified in Table 401-3, the dates coincide with Table 401-3A, and the City Representative determines that the weather conditions permit the pavement to be properly placed and compacted. Subsection 401.17 is hereby revised to include the following: All pneumatic tire rollers shall be equipped with rubber skirt. END OF SECTION Project Specifications —Page 27 of 42 BID 7222 - Asphalt Overlay Page 160 of 266 REVISION OF SECTION 403 HOT MIX ASPHALT Section 403 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 403.01 is revised to include the following: This work shall consist of placing the specified depth of Hot Mix Asphalt, Grading SX - Parking Lot Overlay, Grading SX, Grading SG, or Grading S, over existing pavement or subgrade surfaces previously prepared by the Contractor or City of Fort Collins Crews, according to the current Larimer County Urban Area Street Standards and Colorado Department of Transportation Design Criteria. MATERIALS Subsection 403.02 is revised to include the following: Laboratory Mix Design - SHRP Mix, Grading S - The mix design shall be prepared by an independent laboratory acceptable to the City Representative. The criterion for the mix design is as follows: Designed according to most recent set of SUPERPAVE Specifications available at the time A request made in writing by the Contractor for changes in the job mix formula will be considered by the Project Manager. The design mix for Grading S, SX, and SG shall conform to the current Larimer County Urban Area Street Standards and the following: Property Test Method Grading S Grading SG Grading SX Minimum Dry Split Tensile CPL 5109 Strength, kPa (psi) Method B 205 (30) 205 (30) 205 (30) Grade of Asphalt Cement Top Layer PG 64-28 PG 64-22 PG 64-22 Grade of Asphalt Cement Layers Below Top PG 64-22 PG 64-22 PG 64-22 Voids in the Mineral Aggregate (VMA) % minimum CP 48 (a) (a) (a) Voids Filled with Asphalt (a) (a) (a) (VFA) % Al MS-2 (a) Current CDOT Design Criteria (b) Residential 75, Collector 100, Arterial 100 The Contractor shall prepare a quality control plan outlining the steps taken to minimize segregation of Hot Mix Asphalt (HNIA). This plan shall be submitted to the City Representative and approved prior to beginning the paving operations. When the City Representative determines that segregation is unacceptable, the paving shall stop and the cause of segregation shall be corrected before paving operations will be allowed to resume. Project Specifications—Pssge 28 or42 BID 7222 -Asphalt Overlay Page 161 of 266 REVISION OF SECTION 403 HOT NIIX ASPHALT A maximum of 20% reclaimed material (RAP) will be allowed for HMA Grading SG, S, SX in both top and bottom lifts. Emulsified Asphalt for tack coat shall be Grade CSS- l h. The tack coat shall consist of a 1:1 dilution (one (1) part emulsified asphalt to one (1) part water). The application rate for tack coat shall be approximately 0.1 gallons per square yard. CONSTRUCTION REQUIREMENTS Subsection 403.03 is revised to include the following: The Contractor shall construct the work such that all roadway pavement placed prior to the time paving operations end for the year, shall be completed to the full thickness required by the plans. The Contractor's Progress Schedule shall show the methods to be used to comply with this requirement. Regardless of the delivery temperature, the mixture shall not be placed for use on the roadway at a temperature lower than 225 F. The existing pavement shall be broomed and cleaned to be free ofdirt, water, vegetation and other deleterious matter immediately prior to commencing the paving operation. Edges of the area to be patched shall be sawcut vertically, and perpendicular or parallel to the roadway, as directed by the City Representative. Tack coat shall be placed against clean, vertical edges on all sides of the area to be patched. HMA SX and S, shall be placed in equal lifts two (2") inches. The minimum lift thickness shall be one and one half (I %") inch respectively. HMA Grading SG shall be placed in equal lifts not exceeding four (4") inches. The minimum lift thickness shall be three (3") inches. Overlaying layers of HMA shall not be placed until the lower layer has cooled sufficiently to provide a stable material which will support the equipment without rutting, shoving or moving in any manner. Tack shall not be required between HMA layers installed on the same day if, upon inspection by City Representative, the surface is clean and dirt and/or debris is not present. Tack coat shall be placed between all lifts when the lifts are installed on subsequent days. Any leveling courses placed shall be paid for at the contract unit price for Hot Mix Asphalt (HMA). Asphalt depths are specified per location in Section 02500, Quantity Estimate. Any deviation from the specified depths shall be approved by the City Representative prior to asphalt placement. METHOD OF MEASUREMENT Subsection 403.04 shall include the following: Hot Mix Asphalt (HMA) Grading SX - Parking Lot, SX — Basketball Court, SX, S, and SG, will be measured by the ton and paid for at the Contract Unit Price for Hot Mix Asphalt. Haul, bituminous materials, aggregate, asphalt cement, asphalt recycling agent, additives, hydrated lime, and all other work necessary to complete each Hot Mix Asphalt item will not be paid for separately but shall be included in the unit price bid. Load slips shall be consecutively numbered for each day and shall include batch time. Project Specifications —Page 29 of 42 BID 7222 - Asphalt Overlay Page 162 of 266 REVISION OF SECTION 403 HOT MIX ASPHALT BASIS OF PAYMENT Subsection 403.05 shall include the following: Work performed and materials furnished as prescribed by this item and measured as provided under "Measurement' will be paid for as follows: Pav Item Unit 403.01 HMA Grading SX - Parking Lot Overlay Ton 403.02 HMA Grading SX - Basketball Court Ton 403.03 HMA Grading SX Ton 403.04 HMA Grading S, 64 - 28 Modified Binder Ton 403.05 HMA Grading S, 64 - 22 Binder Ton 403.06 HMA Grading SG 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 Hot Mix Asphalt, including compaction, rolling, haul, surface preparation, all required traffic control devices, personnel, and related traffic control incidentals, and bituminous materials, complete in -place, as shown on these plans, as specified in these specifications, and as directed by the City Representative. END OF SECTION Project Specifications —Page 30 of 42 BID 7222 - Asphalt Overlay Page 163 of 266 REVISION OF SECTION 403 HOT NIIX ASPHALT - PATCHING Section 403 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 403.01 is revised to include the following: This work shall consist ofexcavating pavement areas to the specified depth, preparing the stbgrade, and placing Hot Mix Asphalt in accordance with these specifications, and in reasonably close conformity with the lines, grades, thickness and typical cross sections shown on the plans or established. MATERIALS Subsection 403.02 is revised to include the following: The materials shall conform to the requirements of Revision of Section 403 - Hot Mix Asphalt found herein. CONSTRUCTION REQUIREMENTS Subsection 403.03 is revised to include the following: Patching will be accomplished in the following manner: A straight vertical cut shall be made through the pavement to provide a square or rectangular opening, such that each edge of the finished patch will be parallel or at right angles to the direction of traffic. Wheel cutting shall not be allowed. All patches placed in pavement not to be overlaid shall be saw cut. If, in the opinion of the City Representative, the subgrade material for the patch is unsuitable, it shall be removed to the limits and depths designated. If asphalt is to be placed in the extra depth, the Contract Unit Price for Patching shall be used for measurement and payment. If the deepened section is to be filled with Borrow, the excavation will be measured and paid for under Revision of Section 203 - Excavation and the material paid for under the appropriate item found herein. The Contractor shall be responsible for the protection of the subgrade/base course until subsequent courses have been placed. After the excavation has been completed, the Contractor shall prepare the subgrade by utilizing a vibratory plate, roller, or other compaction device approved by the City Representative. After the area to be patched is prepared, the Contractor shall place an emulsified asphalt tack coat on all pavement cut surfaces and on the lip of exposed gutter and crosspan faces that abut these paving areas. Emulsified Asphalt for tack coat shall be grade CSS-Ih. The tack coat shall consist of I:1 dilution (one (1) part emulsified asphalt to one (1) part water). The application rate for tack coat shall be approximately 0.1 gallons per square yard. Grading SG shall be used in all locations except in locations where patching takes place and no overlay is scheduled. Project Specifications —Page 31 of 42 BID 7222 - Asphalt Overlay Page 164 of 266 REVISION OF SECTION 403 HOT MIX ASPHALT - PATCHING Grading SG shall be placed in the bottom of the patches and shall be left one and one-half (I %") to two (2") inches below the existing street surface to allow the patch to be "topped" with a surface course material. The "topping" material shall be Hot Mix Asphalt Grading SX for residential streets and Grading S for arterials and collectors. Hot Mix Asphalt used for "topping' material will be measured and paid for at the Contract Unit Price for Patching. In locations where concrete repairs take place in an area of a large patch or in grind areas and the grind operation does not immediately follow the concrete repair (three (3) days), the Contractor shall remove no more than six (6") inches of pavement. The pavement areas shall be temporarily patched with a minimum of two (2") inches of asphalt. These locations shall be paid under the Contract Unit Price for Patching. Regardless of the delivery temperature, the mixture shall not be placed for use on the roadway at a temperature lower than 225' F. Pavement areas to be replaced adjacent to concrete repairs shall be as soon as schedule permits. Areas requiring reduction in the quantity for Patching shall be deducted from the pay quantity using the following formula: Deduct 0.054 Tons Per Square Yard Inch METHOD OF MEASUREMENT Subsection 403.04 is revised to include the following: Patching and Arterial Patching will be measured and paid for at the Contract Unit Price per Ton. The Arterial Patching item will be used when existing asphalt is equal to or greater than 10". 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 Patching or Arterial 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: Work performed and materials furnished as prescribed by this item and measured as provided under "Measurement' will be paid for as follows: Pay Item Unit 403.07 HMA Hand Patching - Remove & Replace Ton 403.03 HMA Hand Patching>10" Remove & Replace Ton 403.09 HMA Paver Patching Remove & Replace 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 Patching, including pavement cutting, excavation, haul, disposal, surface preparation, all required traffic control devices, personnel, and related traffic control incidentals, and bituminous materials, complete -in -place, as shown on these plans, as specified in these specifications, and as directed by the City Representative. END OF SECTION Project Specifications -Page 32 of 42 BID 7222 - Asphalt Overlay Page 165 of 266 SECTION 00020 INVITATION TO BID Rev 10/20/07 Section 00020 Page 3 REVISION OF SECTION 420 GEOTEXTILE PAVING FABRICS Section 420 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 420.01 is revised to include the following: This work shall consist of placing Geotextile Paving Fabric as manufactured by Phillips Fibers Corporation, Hoechst Fibers Industries, Amoco Fabrics Company, or an approved equal in designated areas in substantial compliance with the plans, specifications and as directed by the City Representative. MATERIALS Subsection 420.02 is revised to include the following Geotextile Paving Fabric shall be a non -woven, needle -punched pavement reinforcing fabric which conforms to the following properties: Grab Strength, either direction, minimum (ASTM D-4632) 90 Ibs Elongation, either direction, minimum (ASTM D-4632) 50 percent Burst Strength, minimum (ASTM D-3786) 185 PSI Weight, minimum 3.6 oz./sq. yd. Asphalt Retention, minimum (TF25 48) 0.2 gal./sq. yd. Melting Point, minimum (ASTM D-276) 300' Fahrenheit The tack coat to be applied to the road surface and/or to the Geotextile Paving Fabric shall meet the following requirements: Asphalt Cement AC-20 Emulsified and/or Cutback Asphalt shall not be used as tack coat for Geotextile Paving Fabric. CONSTRUCTION REQUIREMENTS Subsection 420.03 is revised to include the following: Surface preparation: The pavement to be repaired shall be cleaned and free of dirt, dust, water and vegetation. Cracks shall be cleaned and filled in accordance with "Revision of Section 403, Crack Sealing" of these Specifications. If the crack filling materials contain volatiles, adequate curing time must be allowed prior to placement of the fabric. The pavement must be cleared of all sharp or angular protrusions. Application of Tack Coat: The tack coat shall be applied at a rate in accordance with the manufacturer's specifications (approximately 0.25 gal./sq. yd). Application must be by a distributor. Temperature of the tack coat must be sufficiently high to permit a uniform spray pattern. The maximum asphalt temperature shall be 300' F. Subsection 420.04 is revised to include the following: Geotextile Paving Fabric Placement: The Geotextile Paving Fabric shall be placed into the tack coat with a minimum of wrinkles. Project Specifications —Pap 33 of 42 BID 7222 - Asphalt Overlay Page 166 of 266 REVISION OF SECTION 420 GEOTEXTILE PAVING FABRICS If Geotextile Paving Fabric folds greater than one inch (I") occur, the Geotextile Paving Fabric shall be slit and allowed to lie flat. Additional tack coat shall be placed as required to insure fabric bonding. If Geotextile Paving Fabric is placed adjacent to patched sections of roadway, the fabric shall overlap said patched section a minimum of 12 inches. All joints shall overlap adjacent fabric approximately 2-6 inches. Transverse joints of the Geotextile Paving Fabric shall be shingled in the direction of the paving to prevent edge pickup by the paver. Additional tack coat shall be uniformly applied to the joints and overlaps to insure bonding. It shall be the Contractors responsibility to maintain the Geotextile Paving Fabric until the overlay is complete. If the Geotextile Paving Fabric begins to be picked up, the Contractor shall immediately broadcast sand or hot mix asphalt over the area or "skin" the Geotextile Paving Fabric with Hot Mix Asphalt SC Type l or 2. Excess sand or hot mix shall be removed before paving. Sand used for this purpose will not be measured and paid for separately under the terms of this contract. Hot Mix Asphalt (SC Type I or 2) used for this purpose will be measured and paid for at their respective contract unit prices per ton. Geotextile Paving Fabric shall be clean, dry and sufficiently bonded to the tack coat prior to commencing the paving operations. Paving operations shall be completed the same day as the Geotextile Paving Fabric placement. METHOD OF MEASUREMENT Subsection 420.09 is revised to include the following: Geotextile Paving Fabric will be measured by the square yard of surface area covered, complete in place, including surface preparation and AC-20 tack coat. BASIS OF PAYMENT Subsection 420.10 is revised to include the following: The accepted quantities of Geotextile Paving Fabric will be paid for at the contract unit price per square yard complete -in -place, including surface preparation and AC-20 tack coat. Payment will be made under: Pay Item 420.01 Geotextile Paving Fabric Pay Unit Square Yard The above prices and payment shall include ftdl compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in placing tack coat and Geotextile Paving Fabric, including haul and bituminous materials, complete -in -place, as shown on the plans, all required traffic control devices, personnel, and related traffic control incidentals, as specified in these specifications, and as directed by the City Representative. END OF SECTION Project Specifications —Page 34 of 42 BID 7222 - Asphalt Overlay Page 167 of 266 REVISION OF SECTION 627 PAVEMENT MARKINGS Sub -section 627 shall include the following: DESCRIPTION This work shall consist of furnishing, installing, and removing temporary pavement marking in accordance with the latest revision of the Fort Collins Traffic Operations Manual, City of Fort Collins Work Area Traffic Control Handbook, Latimer County Urban Area Street Standards (LCUASS), Colorado Department of Transportation, and Manual on Uniform Traffic Control Devices for Streets and Highways (MUTCD) and in conformity to the lines, dimensions, patterns, locations, and details shown on the plans or established by the City Representative. CONSTRUCTION REQUIREMENTS Sub -section 627.10 is revised to include the following: Temporary pavement markings shall be suitable for use on asphalt cement or portland cement concrete pavements and shall be installed on roadways that shall be opened to traffic prior to permanent stripping by The City, and shall conform as follows: 1. The surface to which the tape is applied shall be clean, dry, and free of dirt, oils, and grease. The tape/tab shall be pressed down immediately after application, until it adheres properly and conforms to the surface. 2. All roads shall have temporary pavement markings before they are opened to traffic unless City stripping crews have been scheduled to install permanent pavement markings prior to opening the road to traffic. 3 Markings applied to a final surface shall not leave a scar that conflicts with permanent markings. 4. Temporary markings shall be installed in such a way that the markings adequately follow the desired alignment. 5. Temporary pavement marking tape shall be required for all lane lines e. Lane lines shall be "tapped" intermittently with a 2' long by 4" wide reflective temporary strip at 50' intervals. f. It is the Contractor's responsibility to maintain the temporary markings, at the contractor's expense, until the permanent pavement marking is installed by City crews. Removable pavement markings shall be installed in accordance with the manufacture's recommendations and maintained by the Contractor until permanent pavement markings are installed by City crews. 7. Temporary edge lines are not typically required unless specified by the City Representative. S. All tape shall be removed by the contractor after permanent markings have been completed by The City. Project Specifications—Pa.ge 35 of 42 BID 7222 - Asphalt Overlay Page 168 of 266 REVISION OF SECTION 627 PAVEMENT MARKINGS BASIS OF PAYMENT Subsection 627.13 is revised to include the following: All costs for installing and removing temporary stripping 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 installation, removal, and maintenance of temporary stripping including all required traffic control devices, personnel, and related traffic control incidentals, as specified in these specifications, and as directed by the City Representative. END OF SECTION Project Specifications —Page 36 of 42 BID 7222 - Asphalt Overlay Page 169 of 266 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Section 630 of the Standard Specifications is hereby revised as follows: DESCRIPTION This work shall consist of furnishing, installing, moving maintaining and removing temporary construction traffic control devices including but not limited to signs, advance warning arrows panels, variable message boards, barricades, channelizing devices, and delineators as required by the latest revision ofThe City of Fort Collins Work Area Traffic Control Handbook, Manual on Uniform Traffic Control Devices for Streets and Highways (MUTCD), Larimer County Urban Area Street Standards (LCUASS), Colorado Department of Transportation. In the event of a conflict between the MUTCD and the City's criteria, the City of Fort Collins specifications shall govern. MATERIALS Subsection 630.02 shall include the following: All traffic control devices placed for the project must meet or exceed the minimum standards set forth in The City of Fort Collins Work Area Traffic Control Handbook and 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 through the construction area is the responsibility of the Contractor 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, shall be removed from the area. Moving will include devices removed from the project and later returned to use. 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). In the event there is a violation or safety issue, the City Representative will order a "Stop Work Order" until the issue(s) is corrected. The Contractor shall not be entitled to any additional compensation for delays associated with the "Stop Work Order". CONTRACTOR RESPONSIBILITY The Contractor shall be responsible for ensuring safe passage through the work zone for vehicles, pedestrians and bicycles. Project Specifications —Page 37 of 42 BID 7222 - Asphalt Overlay Page 170 of 266 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL The Contractor shall use variable message boards to advise road users about upcoming work Arterial and Collector streets. The City Representative will issue direction for the number of boards, general locations for placement, and message verbiage. Fully automated variable message boards shall be installed and operate continuously for all work on arterial and collector streets. 1. Two-way traffic shall be maintained at all times unless approved by the City Representative. Lane width shall be maintained at a minimum of 10' (feet). 2. The Contractor will provide 24 hour minimum notice to the City of Fort Collins Traffic Department when project operation is near a signalized intersection. 3. The Contractor shall provide and coordinate uniformed police officers for traffic control when necessary for the safety of the workers and traveling public. TRAFFIC CONTROL PLANS Traffic control plans shall be submitted for all work locations prior to commencement of any work. Plans shall be submitted on approved forms supplied by the City Representative. A traffic control plan shall be prepared by a Traffic Control Supervisor certified by the American Traffic Safety Services Association (ATSSA) or a Worksite Traffic Control Supervisor certified by the Colorado Contractor's Association (CCA). The typical Traffic Control Plans shall be submitted for approval to the City Representative by 8:00 a.m. two working days prior to the commencement of work. All plans shall be delivered to the City Representative, 625 Ninth Street, Fort Collins. Facsimiles of plans shall not be allowed. Typical submittals for residential work scheduled on Nlonday and Tuesday shall be submitted the previous Friday by 8:00 a.m. Full residential road closure plans shall be submitted no later than Friday morning by 8:00 am for projects starting the following week. Submittals for full closures on arterial and collector streets shall be submitted two weeks prior to the commencement of work. 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 and Owner shall deduct from compensation S 1,000.00 per day for said condition, as well as the Contractor's forfeiture of payment for all work and materials at that location, with no adjustment in the contract time. The Traffic Control Plan shall include, as a minimum, the following: (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 1, Type 11, and Type III barricades; cones; drum channelizing devices; advance warning flashing or sequencing arrow panel. Certain traffic control devices may be used for more than one operation or phase. However, all devices required for any particular phase must be detailed and tabulated for each phase. Project Specifications —Page 38 of 42 BID 7222 - Asphalt Overlay Page 171 of 266 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL (3) Number of flaggers to be used. (4) Parking Restrictions to be in affect. Approval of the proposed method of handling traffic does not relieve the Contractor of liability specifically assigned to him under this contract. TRAFFIC CONTROL MANAGEMENT Subsection 630.10 shall be revised as follows: The Contractor shall designate an individual, other than the superintendent, to be the Traffic Control Supervisors. 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 City Representative 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. It is the intent of the specifications that the Head TCS be the same throughout the project and remains on site at all times during the construction. If, in the opinion of the City Representative, any traffic control individual does not perform their duties at or to the minimum industry standard, the Contractor will be required to replace that individual. The TCS shall be equipped with a cellular phone The TCS duties shall include, but not be limited to: I. Prepare, revise and submit Traffic Control Plans as required 2. Supervise and direct project flaggers. 3. Coordinate all traffic control related operations, including those of the Subcontractor and supplier. 4. Coordinate project activities with appropriate police and fire control agencies, Transfort, school districts and other affected agencies and parties prior to construction. 5. Notify residents and businesses at least 48 hours prior to construction. a. Notifications maybe accomplished by a representative of the TCS such as a flagger and shall be hand typed and hand delivered to all businesses and residents. 6. Inspect traffic control devices on a calendar day basis for the duration ofthe project to ensure devices are functioning properly. 7. Oversee all requirements covered by the plans and specifications which contribute to the convenience, safety, and orderly movement of traffic. 8. Flagging in emergency or relief for short periods of no more than 15 minutes over a 60 minute period. Project Specifications —Page 39 of 42 BID 7222 - Asphalt Overlay Page 172 of 266 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL 9. Traffic control device set up and removal. 10. Maintain a project traffic control diary which shall become part of the City's project records. This diary/log shall be submitted to the City Representative daily and shall include the following information as a minimum a. Date b. For Traffic Control Inspection, the time of the inspections c. Project description and location d. Traffic Control Supervisor's name e. Types and quantities of traffic control devices used per approved MHT f. List of flaggers used, including start time, stop time and number of flagging hour breaks g. Traffic control problems (traffic accidents; damaged, missing or dirty devices, etc.) and corrective action taken Notification of residents and businesses shall be the responsibility of the TICS or TCS Representative and shall consist of distributing letters indicating the nature of the work to be completed, any special instructions to the residents (i.e. limits on lawn watering during concrete pouring, etc.), the dates and times ofthe 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 City Representative and shall be distributed prior to the commencement ofeach phase of the work. Letters shall be submitted with the Traffic Control Plans for approval. Approved letters shall be distributed a minimum of 48 hours prior to the commencement of work. 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 request of the City Representative during non working hours. A 24-hour telephone number shall be provided to the City Representatives. All traffic control devices and traffic control management 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 NfUTCD, pertaining to traffic control for street and highway construction, available at all times. The following list reflects devices that may be used on the project or as authorized by the City Representative: "NO PARKING" Sign with Stand Size A Specialty Sign Vertical Panel Without Light Size B Specialty Sign Channelizing Drum Without Light Safety Fence Type I/II Barricade Without Light Light Type III Barricade Without Light Advance Warning Flashing or Sequencing Arrow Panel Cone With Reflective Strip Variable Message Board Size A Sign With Stand Size B Sign With Stand Project Specifications —Page 40 of 42 BID 7222 - Asphalt Overlay Page 173 of 266 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL METHOD OF MEASUREMENT All costs associated with the Traffic Control Plan review will not be measured or paid for separately, but shall be considered incidental to the Work. Review fees will not be measured or paid for separately, but shall be considered incidental to the Work. The Contractor shall provide the services of the Colorado State Patrol or Fort Collins Police when necessary during the course of the work as instructed by the City Representative. Associated costs shall be incidental to the work. The City shall deduct from compensation due the Contractor $I0.00 per day for each traffic control device not removed from the site immediately upon completion of the work or as directed by the City Representative. Flagger hand signs and devices, such as Stop/Slow paddles, will not be measured and paid for separately, but shall be included in the work. The flagger(s) 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 and Caution tape 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 City of Fort Collins Work Area Traffic Control Handbook and the MUTCD, if approved by the City Representative however no payment will be made for the additional panel size. Business signs and detour placard street names are NOT considered Specialty Signs and will not be measured or paid for separately, but shall be included in the work. The City shall not be responsible for any losses or damage due to theft or vandalism. The City of Fort Collins will not be responsible for any damages caused by the Contractor's construction activities to the public. Private or public property which is damaged by the Contractor's equipment or employees will be the sole responsibility of the Contractor. BASIS OF PAYMENT Subsection 630.15 shall be revised as follows: BASIS OF PAYMENT Subsection 630.15 shall be revised as follows: All traffic control costs including but not limited to furnishing equipment, equipment set up/removal/modification, TCS and flagging personnel, vehicles, phones, notification delivery, hand signs, communication devices, sandbags, and all related incidentals required for traffic control under this contract shall be considered a subsidiary obligation of the Contractor in connection with the various items of the Work. No measurement or payment shall be made separately for traffic control related items as specified in these specifications or as directed by the City Representative. Project Specifications —Page 41 of 42 BID 7222 - Asphalt Overlay Page 174 of 266 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL SPECIAL CONDITIONS FOR WORK ON ARTERIALS AND COLLECTORS NOTE: CROSS STREET TRAFFIC SHALL BE MANTANED AT ALL TIMES UNLESS AUTHORIZED BY THE CITY REPRESENTATIVE N WRITING. NOTE: FULL CLOSURES ON ARTERIALS AND COLLECTORS WILL BE ALLOWED UNDER EXTREME CIRCUMSTANCES AND ONLY UPON APPROVAL OF THE CITY REPRESENTATIVE. PLANS SHALL BE APPROVED A MINIMUM OF TWO WEEKS PRIOR TO THE COMMENCEMENT OF WORK AND/OR THE TIME REQUIRED TO ADEQUATELY NOTIFY THE PUBLIC THROUGH THE MEDIA. NOTE: CONSTRUCTION OR REPAIR WORK WILL NOT BE PERMITTED AT OR N THE VICINITY OF A SIGNALIZED INTERSECTION OR ANY ARTERIAL AND COLLECTOR STREETS THAT HAVE MAJOR TRAFFIC VOLUMES BETWEEN THE HOURS OF 7:00 A.M. TO 8:30 A.M. OR 3:30 P.M. TO 6:30 P.M. (EXCEPT N THE CASE OF AN EMERGENCY). EXCEPTIONS MAY BE MADE FOR CONSTRUCTION OR REPAIR WORK ON ARTERIALS AND COLLECTORS BETWEEN THE HOURS OF 7:00 A.tNI. TO 6:00 P.NL, MONDAY THROUGH FRIDAY EXCLUDING HOLIDAYS, WHEN ALL EQUIPMENT, LABOR, TRAFFIC CONTROL DEVICES AND CONSTRUCTION ARE NOT IN THE VICINITY OF AN INTERSECTION. THE CITY REPRESENTATIVE WILL AUTHORIZE SUCH WORK AND SPECIFY THE REQUIRED DISTANCE FROM THE INTERSECTION. NOTE: TIME RESTRICTIONS ON S.H.287 (COLLEGE AVENUE) WILL NORMALLY BE RESTRICTED FROM 9:00 AM TO 3:00 PM. NOTE: CONSTRUCTION HOURS, EXCEPT FOR EMERGENCIES, SHALL BE LIMITED TO 7:00 A.M. TO 6:00 P.M., MONDAY THROUGH FRIDAY EXCLUDING HOLIDAYS, UNLESS OTHERWISE AUTHORIZED N WRITING BY THE PROJECT MANAGER. SPECIAL CONDITIONS FOR WORK ON RESIDENTIAL STREETS NOTE: FULL CLOSURES ON RESIDENTIAL STREETS SHALL BE ALLOWED AS SHOWN ON THE TRAFFIC CONTROLPLANS. END OF SECTION Project Specifications —Pave 42 of 42 BID 7222 - Asphalt Overlay Page 175 of 266 SECTION 00020 INVITATION TO BID Date: March 15, 2011 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 5, 2011, for the Asphalt Overlay; BID NO. 7222. If delivered, they are to be delivered to 215 North Mason Street, 2°d Floor, Fort Collins, Colorado, 80524. I£ 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. The Contract Documents provide for the construction of Bid 7222 Asphalt Overlay. This work shall consist of asphalt milling, asphalt patching, asphalt overlays, geotextile paving fabric, manhole and valve box adjustments, and the associated traffic control on designated streets in the City of Fort Collins. For technical questions, please e-mail Kathleen Maddux, at kmaddux@fcgov.com. For purchasing questions, please e-mail John Stephen at jstephen@fcgov.com. All Bids must be in accordance with the Contract Documents on file with The City of Fort Collins, 215 North Mason St., 2nd floor, Fort Collins, Colorado 80524. The Contract Documents and Construction Drawings may be examined online at: • City of Fort Collins BuySpeed: https://secure2.fcgov.com/bso/login.jsp 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. evt 2 7 Section 00020 Page 1 BID 7222 - Asphalt Overlay Page 5 of 266 SECTION 02500 QUANTITY ESTIMATE This work shall consist of asphalt patching, asphalt overlays, surface grinding and preparation, geotextile paving fabric, and manhole and valve box adjustments 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 completed. Contractor agrees that he/she will make no claim for damages, anticipated profits, or otherwise on account of any difference between the amounts of Work actually performed and materials actually furnished and the estimated amount in these documents. BID 7222 - Asphalt Overlay Page 176 of 266 SECTION 2500 QUANTITY ESTIMATE S"I'ItEGT FRONT 'fO 202.06 202.07 203.01 203.03 203.04 208.10 208.20 210.01 210.03 RUbI'aI Style Milling 13" RUbCaI Style' Nlilline- Add. Inch 'Thickness General Excavation <IUU cy Excavation Muck Rm•rosv <10U'1'0n hock \Vulllc Crumb Rubber Wattle Adjust Valve Box Adj. V-box w/ "1' Ier 6860 )I Se ries, Item R69, Screw Type Adj. Riser Units SY SY-IN CY CY TON EA EA S 'I AY AVE. I' HARMONY RI) I10RSL'r00TH RD 25.00 20.00 18.00 3.UU Arco Sub'I'owl I1.00 11.00 25110 U.IIII 0.00 I1.011 20.00 IR,nD 3.00 BOARDWALK DR 11 ........... 113 1IARNIONY RD 1 20.00 sell Twat 0.00 Q00 0.00 11.00 0.00 20.00 0.00 0.00 I.INDEN S'r JEFFERSON S% VINL' DR 200Area #16.00Area Sub Twal 0.00 0.00 U.00 0.U0 0.00 0.00 20.0 0.00 W DRAKF RD S C'OLLEGL AVE MEADOWLARK AVE 50.00 50.0Arco ON 1 Sub Total 0.00 0.00 0.00 0.00 000 5000 50.00 OD0 WHEA'I'ON ])It S LLMAY AVE F. HARMONY RD 10.00 10.00 11.00 CONBPER Area Sub'I'otal 0.00 0.00 0.00 0.00 0.00 10.00 10.00O.UO CONIPIiIt 51' N COLLEGE AVE IN LEMAY AVE 20.00 20.00 14.00 Area Sub t.t.1 coo 0.00 0.00 ILOU 0.011 20.00 20D0 1400 0.011 VALLIiY EOIt ;F A\'E S TAFr HILL RD I1AMPSI TIRE RD 10.00 10.00 13.00 HANIPSHIIL[ S U.\ItE VALLEI' FORGE AVE VALLEYFORGE AI'L I0.00 10.00 7.O0 VALLEY FORGEAVEWFOLI IIANIPSHIRE RD IIAMPSHIRE SQ 10.00 10.00 2.01) 0• 11 I 1 Area Sub T.I.11 0.00 0.00 0.011 0.110 O.OU 30.00 311.00 22.00 0.00 E HORSET00'I'II ROAD COLLEGE AVE iTIMBERLINE RD I100.00 200.00 U.00 1 25.00 1 SD.OD 1 60.00 I 50. U0 1 33.00 3.00 Area Sub'rw.l 100.01) 200M0 0,00 25,00 50.00 1 60.00 50.00 33.00 3,00 POICINER ROAD LTRILBY III) NORTH F.ND 10.00 LklN6iON'C;R'EE_N Area Sub'I'ulul 0.00 O.OU D.DD 0.00 D.DD 10.00 O.UO 0.00 0.00 SIII.FFIIi1.1) CIR 1? fi \V VALLEY FORGE AVE SH171:1:l1i1.D CIR W \VINDSOR COURT CONSTITUTION AVE 13ASr END 10.00 70-00 II I Area Sub tidal 0.00 D.DD U.OU 0,00 0.00 IO.UO U.OU U.00 GRAND "I'I:"I'ON Pi. %IEGLL'R RD ML'SA VIiItDE ST 10.00 Y FLLO\1'S'r0NF CIR GRAND TF.TON PI, I?ND Area Sub Iwal 0.00 0.00 O.UO D,DD 0.00 10.00 0.00 0.00 0.U0 BID 7222 - Asphalt Overlay Page 177 of 266 SECTION 2500 QUANTITY ESTIMATE S'I'It Bli'I' FIi01\i '1'O 210.04 210.05 210.06 210.07 210.08 210.09 210.10 210.12 210.13 Adj. S ReplaceTop Section V- box 'Tyler GSSQ N"V-bux exlenlion (purl only) 'Tyler 6860, , 16" \ box Top Section w/o Lid (part Only) 'Tyler LN6U, 26" \'-box'I'Op Section w/o Lid (purl Only) 'POlal Valve BOY 12eplacemenl Adjust Sid. 119H 24" Adjust Special Mll > 24" Adjust n111 Bing w/LOcRs <24" <g" _ Adjust A111 Icing w/LocRs <24" >3" _ Units EA EA EA F.,\ EA F.,\ EA EA EA S LI°.MAY AVIi li HARMONY RU IIORSI'r00'I'll U) 2.OU 2.U0(lu 4.00 4.00 Arco Sub I'olal U.UII 2.011 0.00 11.00 ^ 4,00 0.1111 4.00 ll.11ll HOARDWALK BOARDWALK DR LANDINGSDK EHARMONY RD IIAU ILOU n Aran Sub'rolul 0.00 0.00 0.00 1,00 0.00 11.11) 0.00 0.00 11.00 I.INDHN S'I' JEFFERSON Sl' 'VINE DR5.a11 4.00A7Sublul 5.uU 0.00 0.00 0.00 0.00 O.UO 4.00 U.OU 0.00 WEST DRAKE W DRAKE RD IS COLLEGE AVE MEADOWLARK AVE 13.UU 9.111) Arca Sub Tulul 0.00 0.00 0.00 0.00 0.00 13.00 9.00 0.00 0.00 \VLIEA'1'ON Dit S LIiMAY AVE B HARMONY RD 13.00 Area Sub Total 0.00 0.00 0.00 0.00 0.00 13.00 0.00 OM 0.00 CONIFER S"I' 1N COLLEGE AVE IN LEMAY AVE I 1 18.00 Arcn Sub T,uaI 0.110 0.00 0.00 0.00 IL011 18.11(1 0.00 0.(R 0.00 HAMP'SHIRE SQUARE VALLEY FORGE AVE STAIT HILL RD HAMPSHIRE RD 3.00 HANIPSHIM: SQUARE, VALLEY FORGE AVE VALLEYFORGE AVE 3.00 VALLEY FORGH AVrOTOL) IIAKIPSI 1112E RD IIAMPSI 11RE SO 4.00 Area Sub Total 0.110 o.00 0.00 0.00, O.()(1 10.00 0.00 0.00 0.00 1' 11 I 1 E HORSL"F001'H ROAD COLLEGE AVE TIMBERLINE RD 0.00 ODO 5.00 3.00 2.00 7.00 8.00 7.00 Area Sub r"lal 0.00 U.00) 5.00 3.00 2.00 7.00 8.OU 7.00 0.00 POR'I'NER ROAD ETRILBY RD NORTH END LUn LEXINGTONGRE& Arco Sub Tutu] 0.00 0.00 0.00 U.OU O.OU 1.00 0.00 0.00 000 SHEPFIELD CIR li & W VALLEY FORGE AVE ISHEITIELD CIR W 7= 77 3.00 WINDSOR COURT CONSTITUTION AVE EAST END I 4.00 o1 ZIEGLER RD Areu Sub T'ulul MESA VERVE SI' 0.00 1 UAU 0.00 1 0.00 0.00 1 7.00 0.00 1 U,00 U.00 GRAND ITTON PI_ YELLOWSI'ONE CIR GRANDTETON PI_ END Arra Sub'rola) 0.00 0.00 0.00 0.00 UDO 0.00 0.00 0.00 0.00 BID 7222 - Asphalt Overlay Page 178 of 266 SECTION 2500 QUANTITY ESTIMATE S'1'I21i li'I' FRON1 'f0 210.14 403.04 403.05 403.06 403.07 403.08 403.09 403.10 420.01 Adjust Mll Ring W/Lucks >24" <3" IMPGrading S, 64-28 Nlodilied Binder HNP Grading S, 64-22 Binder IIBP Grading SG IIN1A Patching Remove & Replace HAIA Patching >10" Remove & Replace 11MA Paver Patching Remmve & Replace Ii NLY Concrete Patching Ceotestile Paving Fabric Units TON I TON TON TON I TON I TON 'DUN I SY 7m, Y AVE E HARMONY RD HURSPTOO'111 RD 4.OU 5,319.SU 92.34 497.80 29,853.00 BOARWAU Are, Sub To1u1 4.011 5319.SU 0.0U 0.U0 92.3i IIAII 0.011 497.80 29853.U0 E(TARDAVALK DR LANDINGS DR KY RD 2,013.(i6 23.35 421.00 12,337,17 1 INI)EN Area Sub rw 0.00 2013.6fi 0.00 0.00 23.35 0.00 0.00 421.00 12337.77 ST JEHERSON ST 1, 106.11 8.002,S0000Area #VINF Sub Total 0,00 0.0U I106.11 0.00 8.00 0.00 0.00 0.00 250U.60VDIL\KG RUS COLLEGE AVE LARK AVE '_ _90.7U 226.%9 234.%5 70.30 9,905.49 I I Aru. Sub Total 0.00 2290.70 O.OU O.00 226.89 134.85 0.00 70.30 99U5.49 WI IEA'I0N DR IS LEMAY AVE IS 1iARMONY 12D 1- .82 19.73 CONIFER Area Sub Total IL110 UAl1 1251.82 O.UU 19.73 U.OU 0.00 0.00 0.00 CONIFER ST N COLLEGE• AVE IN LEMAY AVE 3.535.69 38.56 1 Area Sub To1a1 0.00 0.00 3535.69 0.00 38.56 O.UO 0.00 0.00 0.00 VA LLIiY PORGE A\'li S'I'AF"I' IIILL RD IIAMPSHIRE RD 465.7U 18.84 I IAM1IPSHIRE SQUARH VALLEY I'ORGL' AVE VALLEYFORGG AVE 425.41 45.56 69.70 3,581.33 VALLEY FORGE A\'Ii(F1'DL) IIAMPSI TIRE RD IIAMPSI IIRF: SQ 347.81 I08.08 I14.60 2,852.22 HORSETOOTH ROAD Are. Sub'rmnl 0.no 0.00 6uA97 0.00 172.50 0.00 1 0.00 1 184.30 6433.55 P. 1 IORSE'P00114 ROAD COLLL'Cif, AVE TIMBERLINE RD %.00 13,II131L2U IS4.52 510.60 73,575.75 1 Arco Sub 3'o1a 8.0( I1.2U 0.00 O.U0 184.52 U.U6 0.UU SIO.GII 7J575.75 VORTNER ROAD ETRILBY RD NORTH END 442.97 Los I%6.98 95.401 3728.67 1 Arua Sub Tuml O.OU U.OU 442.97 B.BU LOS 189.98 O.UO 95.40 ).OD Slit iF Plli LD CJR H K W VAI.I.I{Y I:ORGIi AVE. SHEFFIELD CII4 W 736.J3 3.23 WINDSOIi COURT' CONS'I'1'I'U'I'IONAVE BAST END 228.8(i 4.30 11 1 Area Sub Tmal 0.00 U.UU 965. 19 0.00 7.53 UAU 0,00 U.OU 0.00 GRAND T.1'ON I'1. IZIEGLER RD MESA VERDIi SI 14.55 100.7U YIiLLOWS'I'ONli ltllt ORAND'11i'1'ON 11. I?NIT T77 120.40 Area Sub TOmI Woo 0.00 0,00 0.00 22,32 0.00 0.00 221.10 U.00 BID 7222 - Asphalt Overlay Page 179 of 266 SECTION 2500 QUANTITY ESTIMATE 51'It li li'I' FRONII 'I'0 202.06 202.07 203.01 203.03 203.04 208.10 208.20 210.01 210.03 Bobcat Style Milling <$" Bobcat Style blilling - Add. lucb '1'bickucss General Excavation <I UU cy Excavation - block Borrow <I UU'Ibo Rock Wattle Crumb Rubber Wattle Adjust Valve BoxSeries, Adj. V-box w/ T'ylcr 6860 Item R69, ScrewRa Adj. Itise Riser Unit, Sl' SVAN CY Cl' TON EA EA t IIIADI DR I'n'I-I'ERSON PI, SANFORD DR IU.UU 0.00 I.UO PAVI'EKSON CI' PATTVkSON I'L END 10.00 2.00 'I-I'17RSON Pl1 RICHMOND DR END 10.00 4.00 _IPA RICI IbIOND DIt S SHIELDS S'I' W I TORSE'rOOT111U) 10.00 9.UU SANFO10) Dlt I3EIDI DR END 10.00 L00 SI:NIZCA Sr SAM Ii0U5'rON CUR 1V I30RSETOO I'lI It1) 10.00 10.00 2.00 Ama Sub Totu1 0.00 0.00 0.00 0.00 0.00 40.00 30.110 IY.011 0.00 CENTER GREES B1.VD SOU'I'I I UDGE GREENS BLVD WESTEND 10.00 U.00 GLEN FAG1.17 CT CENTER GREENS ELVD WESTEND 10.00 7.00 GREENRIDGE CIIt SOU'ITiRIDGE GREENS ELVD SOUHRIDGE GREENS BLVD 10.00 10.00 1.00 I HWAN CT CENTHIt G1071iNS 13LVD WESTEND 10.00 0.00 2.00 11i111flLf. HIiACII C'I' GLFN EAGI.17. CT NORTH END IU.UO 2.00 SOUI'I]MOGE GREENS I31.VD PA'IWERSON I'L SANFORD DR 10.00 14.00 Area Sub TuWI 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 40.00 30.00 26.OU 0.00 t RIVEItSIDE AVE ISLEMAY AVE Jr. PROSPECr RD 50.00 EVERGREEN VXR­Kl20'l1 t Area Snb Tolal O.OU 8.00 U.UU U.UU O.UU $U.UO U.00 O.UU 8.00 COUCrEIZ ST SHOW] LEAF S'r END FOXTAIL ST SUGARPINH ST MONTEREY DR 10.00 M091'171ZFY DR C'ONIFFH ST END SHOR I'LEAF ST FOXTAIL S'r F. WiLLOX LN 10.00 SITKA ST SUCiA10INE ST END SUGARPINE S'r CONIFEIt ST END 10.00 YEW CT SITKA ST END 10.00 1 I HUNTINGTON IIILLS DR Amu Sub T.W END 0.00 0.00 0.00 ILOU 0. 10 20.00 10.00 20.00 Q00 0.00 0.U11 AS] ['ION CT I IUN'rINGIONHILLSCI END FOSSIL CREEK PKWY IIUM'ING"I'ONHILLSDIt DEARBORN S'I' FOSSIL CREEK PKWY KESWIC'K CT IIUNTINGTON HILLS DR END 10.00 MELROSE CT IJUN'HNGTON IIILLS DR END NORMANDY Cr HUNTINGTON HILLS DR END 1I1.00 Ana Sub Tolul 0.00 0.00 0.00 000 O.UO 20.00 10D0 0.00 0.00 'PO7'Al. UNITS1 100.00 1 200.00 1 25.00 25.00 1 50.00 1 390.00 1 290.00 1 174.00 1 6.00 BID 7222 - Asphalt Overlay Page 180 of 266 SECTION 2500 QUANTITY ESTIMATE S'I'I21iG'1' FROM'I'O 210.04 210.05 210.06 210.07 210.08 210.09 210.10 210.12 210.13 Adj. d Kcplacc "Ibp Section V- box Tyler 6850, N" V-box exlculion (parr only) 'I'ylcr 6860, V-Luz 'l'up Secliun w/o L.id (part only) '1'ylcr 26" 6860, \'-box'I'op Section w/o Lid (part only) 'Total Valve Box Replacement Adjust SW. NIH 24" Adjust Special MII > 24" Adjust MII Ring w/Lucks 124" <_3" - Adjust Mill16" Ring w/Lucks <24" >3" Unils EA IF.A E,\ EA EA EA EA EA EA IIFIDI DR PA'I-PERSON I'L SANFORD DR 1.00 PA'FI'ERSON CT PA1-ITRSON PI. END 4.UU PA'1-1171 50N 14L RICIIMOND DR END 4.00 RICHMOND Ills S SHIELDS SF AV HORSE"I'001'11 RD 3.00 SANFORD DR IIEIDI DR IiND 2.00 SENECA ST SAM HOUSTON Cllt \1' IIORSET00'I'H RD 1.00 . I Area Sub Total 0.00 0.00 coo 6.(W 1) go I5.00 U,00 0.00 O.UO CBNI'ER GIUiHS BLVD SOUTHIUDCIE GREENS BIND WEST' END 0.00 GLEN EAGI.1: CT CE TER GREENS BLVD WEST END 4.00 GREENRIDGE CIR SOUTHRIDGE GREENS BLVD SOUTHRIDGE GREENS BLVD 3.00 IIIWAN CT CENTER GREENS BLVD WEST END 5.00 1'EBBLIi 11FACl1 CF GLEN EAGLE CT NORTH END 2.00 SOU 'I IRIDGF GREENS BLVD PATTERSON I'L SANFORD DR 11.00 Are. Sub TwA 0.00 0.00 0.00 0.00 U.00 25.UU O.UU U.UU O.UO RIVERSIDEAVE SLEMAY AVE JEPROSPECI'RD EVERGREEN PARK (2011 r Arca Sub Tulal 0.00 O.UU U.00 LLW O.OU LLUO QUU O.UU '0.U0 COUCI'ER SI SHORTLEAF ST EN FO\TAIL S'I' SUGARPINE S1' MON'FEREY DR MONTEREY DR CONIFER ST END SHORTLEAF ST FOX'rAIL ST F. WILLO\ LN SITKA ST SUGARPINE ST END SUGARPINI' 8'1' CDNIFIIR ST END YI!6' C'1' SITKA S'F GNU W. ONLY) Area Sub Towl 0.00 11.011 11.00 0.011 O.OU UAII 0.011 0.00 1100 ASIII ON CT I II UNTWGTON I ILLS Im END 11 UNTING'rON I I ILLS CT END FOSSIL CREEK PKWY I I UNTINGI'ON I I I LLS DR DEARBORN S'I' FOSSIL CREEK PKWY KESWIC'K C' HUN'EINGTON HILLS DR END MELROSE Cr HUNTINGTON HILLS DR END NORMANDY CT HUNTINGTON IIILLS DR END Arcs Sub Tout U.OU U.UU 000 0- 0 0.00 0.00 O.UU 0.00 0.00 '1'O"1'AL UNI"1'S 5.00 2AU S.UO 3.OU 50 124.00 21 00 I LUU I LUU BID 7222 - Asphalt Overlay Page 181 of 266 SECTION 2500 QUANTITY ESTIMATE 1T'RE6't• FROM "I'O 210.14 403.04 403.05 403.06 403.07 403.08 403.09 403.10 420.01 Adjust M11 Iting w/Lucks >24" <_3" IMP Grading S,64-28 Mudilicd Binder GI'JIM, S, 64-22 BinderReplace HBP Grading SG IINIA Patching Remove & JIMA Patching >10" Remove & Replace IIMA Paver Patching Remove & Replace Concrete Patching Geuletlile Paving Fabric TON TON TON TON TON TON TUN S1' HFIDI DR PA'PI'FRSON PI. SANFORD DR 105.02 12.69 32.10 884.00 PA'ITERSON CT PA'17L'RSON PL END 268.99 5.35 PA'I-11li ItSON I'1. RICHMOND DR END SNU.21 6.39 RICHMOND DR S SHIELDS Sr W HORSE'rl' OI'll RD 589.60 I07.58 29.70 4,162.89 SANFORD DR IIEIDI DR END 317.23 15.10 69.30 1,1184.22 SENECA S'r SAM IIOUSTON CIIL W IIORS17 ODO rlI RD 219.U1 2.12 Area Sub Tolal 0.00 0.00 2080.06 0.00 149.23 0,00 U.OU 131.10 6931.11 SOUTHRIDGE CENTER GREES BLVD SOUI' BRIDGE GREENS BLVD WES'], END 160.79 1.67 1.10 1,353.33 GLEN FAGI_E CT CENTER GREENS I3LVD WEST END 248.24 28.55 18.80 2,089.61 GREENRIDGE CIIL SOUTHRIDGE GREENS BLVD SOUHRIDGE GREENS BLVD 283.91 3.75 IIIWAN CT CENTER GREENS BLVD WEST END 22228 17.70 10.10 1,871.08 1'EBBLIi BEACH CI' GLEN EAGLE CT NORTH END 110.64 12.19 3 L00 931.30 SOU'I'HRIDGE GREENS BLVD PATTERSON I.L SANFORD DR 1,319.48 19.15 Area SuVrulul 0,00 0.00 2345.24 0.00 83.01 0.00 0.00 61.00 6245.32 RIVERSIDE AVE S LrNIAY AVE E PROSPECT RD 31.10 227.50 i 1 Are. Sub Tuml O.UU U.UU U.Uu u.OU 31.I0 0.0U 0.00 227.50 0.00 COUI:I'HR S'I' SHORTLEAE SI' ENU 5.90 EOX"I'A II. S'r SUGARI'INE S'r MONTEREY DR 26.17 204.50 MONTEREY DR CONIFER ST END I L09 6.00 SHORTLEAP ST PDXTAIL Sr E WILLOX LN 3.75 0.00 SITKA ST SUGARPINE ST END 6.42 152.90 SUGARPINIi S'I' CONIFER ST END 9.u1 6520 YEW C'I' SH'KA ST END 1.08 0.60 HUNTI�GTO&li]LLS(Zbll'P��Ti�li[NGON'LVI Area Sub Tool 0.1111 IL011 Il.11ll OAII G3.42 ILIIU 11.011 429.10 0.00 AS] ITON CI' HUNTINGTON IIILLS ER END 1.60 IIUNTINGI'ON II ILLS Cr END FOSSIL CREEK PKWY 2.67 92.80 I IUNTINGrON I11LLS OR DEARBORN ST FOSSIL CREEK I'KWY 18.07 112.90 K17SWICK Cr HUNTINGTON HILLS OR END 1.60 77.20 MELROSE CT HUNTINGTON IIILLS DR END 5.77 6.00 NORMANDY CI' I1UN'I'INGTON IIILLS D1t END 1.60 3.80 Area Sub Twat 0.00 0.00 0.00 0.00 31.31 0.00 0.00 292.70 U.00 TOTAL UNI'I'Sl 12.00 1 22,735.36 1 13,266.05 1 0.00 1 1,154.89 1 421.83 1 0.00 1 3,141.90 1 147,781.997 BID 7222 - Asphalt Overlay Page 182 of 266 SECTION 03000 DETAILS Rock Sock (RS) SC-5 Straw Bale Filter D23 Gravel Filter D24, D25 Curb and Gutter 701 Curb and Gutter/Sidewalk 702 Curb, Gutter and Sidewalk Details 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 13-A 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 BID 7222 - Asphalt Overlay Page 183 of 266 Description A rock sock is constructed of gravel that has been wrapped by wire mesh or a geotextile to form an elongated cylindrical filter. Rock socks are typically used either as a perimeter control or as part of inlet protection. When placed at angles in the curb line, rock socks are typically referred to as curb socks. Rock socks are intended to trap sediment from stormwater runoff that flows onto roadways as a result of construction activities. Appropriate Uses Photograph RS-l. Rock socks placed at regular intervals in a curb Rock socks can be used at the perimeter line can help reduce sediment loading to storm sewer inlets. Rock of a disturbed area to control localized socks can also be used as perimeter controls. sediment loading. A benefit of rock socks as opposed to other perimeter controls is that they do not have to be trenched or staked into the ground; therefore, they are often used on roadway construction projects where paved surfaces are present. Use rock socks in inlet protection applications when the construction of a roadway is substantially complete and the roadway has been directly connected to a receiving storm system. Design and Installation When rock socks are used as perimeter controls, the maximum recommended tributary drainage area per 100 lineal feet of rock socks is approximately 0.25 acres with disturbed slope length of up to 150 feet and a tributary slope gradient no steeper than 3:1. A rock sock design detail and notes are provided in Detail RS-1. Also see the Inlet Protection Fact Sheet for design and installation guidance when rock socks are used for inlet protection and in the curb line. When placed in the gutter adjacent to a curb, rock socks should protrude no more than two feet from the curb in order for traffic to pass safely. If located in a high traffic area, place construction markers to alert drivers and street maintenance workers of their presence. Maintenance and Removal Rock socks are susceptible to displacement and breaking due to vehicle traffic. Inspect rock socks for damage and repair or replace as necessary. Remove sediment by sweeping or vacuuming as needed to maintain the functionality of the BMP, typically when sediment has accumulated behind the rock sock to one-half of the sock's Rock Sock height. Once upstream stabilization is complete, rock socks and accumulated sediment should be removed and properly disposed. Functions Erosion Control No Sediment Control Yes Site/Material Management No BID 7222 - Asphalt Overlay Page 184 of 266 RS 1Y1" (MINUS) CRUSHED ROCK ENCLOSED IN WIRE MESH I)4" (MINUS) CRUSHED ROCK ENCLOSED IN WIRE MESH WIRE TIE ENDS AR 4" TO 6" MAX AT L 0" ON BEDROCK OR GROUND SURFACE t CURBS, OTHERWISE HARD SURFACE, 2" 6"-10" DEPENDING IN SOIL ON EXPECTED SEDIMENT LOADS ROCK SOCK SECTION ROCK SOCK PLAN ANY GAP AT JOINT SHALL BE FILLED WITH AN ADEQUATE AMOUNT OF IY2" (MINUS) CRUSHED ROCK AND WRAPPED WITH ADDITIONAL WIRE MESH SECURED TO ENDS OF ROCK ROCK SOCK, REINFORCED SOCK. AS AN ALTERNATIVE TO FILLING JOINTS TYP BETWEEN ADJOINING ROCK SOCKS WITH CRUSHED ROCK AND 12" 12" ADDITIONAL WIRE WRAPPING, ROCK SOCKS CAN BE OVERLAPPED (TYPICALLY 12—INCH OVERLAP) TO AV01D GAPS. ROCK SOCK JOINTING ROCK SOCK INSTALLATION NOTES 1. SEE PLAN VIEW FOR: —LOCATIONS) OF ROCK SOCKS. GRADATION TABLE SIEVE SIZE MASS PERCENT PASSING SQUARE MESH SIEVES NO. 4 2 100 1,. 90 — 100 1" 20 — 55 '/4" 0 — 15 3�" 0 — 5 MATCHES SPECIFICATIONS FOR NO. 4 COARSE AGGREGATE FOR CONCRETE PER AASHTO M43. ALL ROCK SHALL BE FRACTURED FACE. ALL SIDES. 2. CRUSHED ROCK SHALL BE 1Yz" (MINUS) IN SIZE WITH A FRACTURED FACE (ALL SIDES) AND SHALL COMPLY WITH GRADATION SHOWN ON THIS SHEET (1,4" MINUS). 3. WIRE MESH SHALL BE FABRICATED OF 10 GAGE POULTRY MESH. OR EQUIVALENT, WITH A MAXIMUM OPENING OF Yi", RECOMMENDED MINIMUM ROLL WIDTH OF 48" 4. WIRE MESH SHALL BE SECURED USING "HOG RINGS" OR WIRE TIES AT 6" CENTERS ALONG ALL JOINTS AND AT 2" CENTERS ON ENDS OF SOCKS. 5. SOME MUNICIPALITIES MAY ALLOW THE USE OF FILTER FABRIC AS AN ALTERNATIVE TO WIRE MESH FOR THE ROCK ENCLOSURE. RS-1. ROCK SOCK PERIMETER CONTROL BID 7222 - Asphalt Overlay Page 185 of 266 EXHIBIT 1 - REVISED BID SCHEDULE AS OF 4/1/2011 8. BID SCHEDULE Item No. Item Description Unit Contract Quantity Unit Cost Cost 109.00 Force Account - Asphalt Cement Cost Adjustment Estimate N/A N/A S320,000.00 202.10 Grinding (planing) Surface Preparation <3" SY 1,000 202.30 Grinding (planing) Surface Preparation 5" to 7" SY 2,000 202.40 Grinding (planing) Surface Preparation 7" to 9" SY 2500 20250 Taper Planing Adjacent to Gutter LF 500 202.60 Bobcat Style Milling < 3" SY 100 202.70 Bobcat Style Milling - Additional Inch Thickness SY/ IN 200 203.10 Excavation - General Less Than 100 CY CY 25 203.20 Excavation - General Over 100 CY CY 15 203.30 Excavation - Muck CY 25 203.40 Borrow - Less Than 100 Ton TON 50 20350 Borrow - Over 100 Ton TON 25 203.60 Shouldering LF 400 208.10 Rock Wattle LF 400 208.20 Crumb Rubber Wattle LF 300 208.30 Straw Bales EA 10 208.40 Silt Fence LF 100 210.00 Reset Mailbox EA 1 210.01 Adjust Valve Box EA Ho 210.02 Adjust Valve Box with Ring EA 10 210.03 Adjust Valve Box -Tyler 6860 Series, Item R 69, Screw Type Adjustable Riser EA 6 210.04 Adjust and Replace Top Section of Valve Box EA 5 210.05 Tyler 6850 Series, Item 58, 14" Valve Box Extension (Part Only) EA 2 210.06 Tyler 6860 Series, 16' Valve Box Top Section Without Lid (Part Only) EA 5 210.07 Tyler 6860 Series, 26" Valve Box Top Section Without Lid (Part Only) EA 3 210.08 Total Valve Box Replacement, Tyler 6860 Series, 30" Bottom Section EA 4 210.09 Adjust Standard Manhole 524" EA 130 210.10 Adjust Special Manhole>24" EA 21 210.11 Adjust Manhole with Ring EA 1 210.12 Adjust Manhole with Ring w/Locks <24" dia. 5 3" height EA 15 210.13 Adjust Manhole with Ring w/Locks <24" dia,> 3" height EA 15 210.14 Adjust Nlanhole with Ring w/Locks>24" dia, S 3" height EA 12 210.15 Adjust Manhole with Ring w/Locks>24" dia,> 3" height EA 2 306.01 Subgrade Preparation SY 50 306.02 Asphalt Recycling 5-10" SY too 307.10 Class C Fly Ash Delivered & Spread 12" Depth @ 10% TON 250 307.20 Stabilize Subgrade- Tilled, Watered, & Compacted SY 6,000 403.01 HMA - Grading SX Parking Lot Overlay TON too 403.02 HMA - Grading SX Basketball Court TON 25 Addendum 2 Page 2 of 3 7222 Asphalt Overlay 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 James B. O'Neill, II, CPPO, FNIGP Purchasing & Risk Management Director ev1 2 7 Section 00020 Page 2 BID 7222 - Asphalt Overlay Page 6 of 266 ROCK SOCK MAINTENANCE NOTES 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONDITION, INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4. ROCK SOCKS SHALL BE REPLACED IF THEY BECOME HEAVILY SOILED, OR DAMAGED BEYOND REPAIR. 5. SEDIMENT ACCUMULATED UPSTREAM OF ROCK SOCKS SHALL BE REMOVED AS NEEDED TO MAINTAIN FUNCTIONALITY OF THE BMP, TYPICALLY WHEN DEPTH OF ACCUMULATED SEDIMENTS IS APPROXIMATELY Y1 OF THE HEIGHT OF THE ROCK SOCK. 6. ROCK SOCKS ARE TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND APPROVED BY THE LOCAL JURISDICTION. 7. WHEN ROCK SOCKS ARE REMOVED, ALL DISTURBED AREAS SHALL BE COVERED WITH TOPSOIL, SEEDED AND MULCHED OR OTHERWISE STABILIZED AS APPROVED BY LOCAL JURISDICTION. (DETAIL ADAPTED FROM TOWN OF PARKER, COLORADO AND CITY OF AURORA, COLORADO, NOT AVAILABLE IN AUTOCAO) NOTE, MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. NOTE: THE DETAILS INCLUDED WITH THIS FACT SHEET SHOW COMMONLY USED, CONVENTIONAL METHODS OF ROCK SOCK INSTALLATION IN THE DENVER METROPOLITAN AREA. THERE ARE MANY OTHER SIMILAR PROPRIETARY PRODUCTS ON THE MARKET. UDFCD NEITHER NOORSES NOR DISCOURAGES USE OF PROPRIETARY PROTECTION PRODUCTS; HOWEVER, IN THE EVENT PROPRIETARY METHODS ARE USED, THE APPROPRIATE DETAIL FROM THE MANUFACTURER MUST BE INCLUDED IN THE SWMP AND THE BMP MUST BE INSTALLED AND MAINTAINED AS SHOWN IN THE MANUFACTURER'S DETAILS. BID 7222 - Asphalt Overlay Page 186 of 266 Area In(ec with Grate — a c o 0 G O C S�ratu SaICS Sicked with 2 Stakes Per Bale 9 Af. O p� a IMP, a O C a o I c o a o O C� C l M a PLAN VI EW Stak¢. rTwine Runoff . .,,r- ,. Compacted Soil Fll�e ed Wa>tzr - 5ccrloN A -A ` General Notes: 1. Wedge loose straw between the staked bales. AREA INLET FILTER 2. Inspect and repair filters after each STRAW BALES storm event. Remove sediment when one half of the filter depth has been CITY OF;FORT COLLINS, COLORADO filled. Removed sediment shall be STORMWATER UTILITY deposited in an area tributary to a sediment basin or other filtering measure. APPROVED : 3. Sediment shall be removed immediately DATE: REVISIGNS: from traveled way of roads. D-23 F IGURZ 6.2 BID 7222 - Asphalt Overlay Page 187 of 266 WireScreen— (Approx. %"4tesi') W eEe'ulock t Crevo; FIl er Area Infez Gravel Fi!_er Rau VIEW Ove Pow r- Conu 0fz Block F-Jr— Wire Screen Runoff I 1C-'JIG Gravel Flter Nlrn Fd+.arecl Weser SECTION A -A General Notes: 1. Inspect and repair filters after each storm event. Remove sediment when one half of the filter depth has been filled. Removed sediment shall be deposited in an area - tributary to a sediment basin or other !filtering measures. 2. Sediment and grave! shall be immediately removed from traveled way of roads. FIGli2E 6.3 - AREA INLET FILTER GRAVEL CITY OF FORT COLLINS, COLORADO STORMWATER UTILITY A' cOOVED BY: DATE: F'cdISIONS: D-24 ❑in 7111 k n imago of-266 PAGE 32 C.rnvei `iIi (Approx. �;, r)jdrne:ter , (Approx. /i,4lesh) Block WirvScreer '-PA "revel Fil .zr PLAN VIEW J r C er-fow —� Riered `V at2 Runorr _�#—u i . �'X�"1ffCOGf S:%JC SE:7 0M A -A nle-- General Notes: CURB INLET FILTER 1 . Inspect and repair filters after each storm event. Remove sediment when GRAVEL one half of the fitter depth has been filled. Removed sediment shall be de- CITY OF FORT COLLINS, COLORADO posited in an area tributary to a sadi- STORMVIATER UTILITY ment basin or other filtering measure. =.?FFOVED .Y: 2. Sediment and gravel shall be immediately ea' removed from traveled way of roads. REVISIONS: D-25 FTGURZ 6.4 Page 189 of 266 2'-6" 1 1 /2"R. 4 1 H�clj 2"RGutter edge may be tapered or battered. r (Typical for all Curb & & Gutter Types) \ /1=RTI(' A I 30" 18" 4.5" . 21.75" 1 3.75" I3.63" 2 R 0.5"' 0.1391. " a n a 7" ROLL-OVER (LOVELAND) CURB AND GUTTER LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS BI�€EL�h Pt$V�ARDS DATE: 03/01/02 Page7@if266 Y LL O w c_ c_ Q ZV c N C a) U) Q NO U �LL Q LLL w Q 9 Q U o z a � O w ' N r ry� W �If Ir ELu NO � O V I 111 If 1.9 L L lL 71, r a 8/E s/E L—�— (�) 8/E L C O M U } LL X � E r �9 Y a° Q LL oLJ o UJ L n m V. ° i W ° Q i------79-� T�-- I Q( r Lu i n9, i i i i i m LL� oarT- .. W . ,° Lu a CL N CURB AND GUTTER/SIDEWALK LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS B1DSTJ€ELThaSTXIIIARDS DATE: 03/01/02 Page? 02266 m r LIMITS OF C & G LL 2i 14 IN17 IN. 3 FT. 9 IN. \ (1.17 FT.) z� \ (1.42 FT.) (3.75 FT.) i n n m 4I n ` "1 m I 1/2 IN. � °D 4 IN. p ° FLOW I ' LINE 1r ° 6 IN. ?n 18 IN. 18 IN. (1.5 FT.)1.5 FT.)— 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 - I 1/2 IN. 1/4 IN. TO I/2 IN, PER FT. 2 IN. I I/2 IN. R 4 IN. � } D 1r 2 IN. R D D ° 6 N, i e e 6 IN. D 4 FT. MIN. ` 12 IN. e lb VERTICAL 6 IN. CURB, GUTTER AND SIDEWALK EDGED SURFACE 1/8 IN. R. 3/4IN. MIN. 4.43 FT. 1.18 FT. .58 FT. 2.67 FT. D D • ,� �f-I .09` FT. /8 IN. t I 1 I — .. " I .! ° .30 FT. 11 FT. I a e D c p n e e p 4 IN. D D _ I D DUMMY JOINT p °� I FOR WALKS e e 6 IND D COMBINATION CURB, GUTTER AND SIDEWALK "HOLLYWOOD" (OBSOLETE - FOR REPLACEMENT ONLY) CURB, GUTTER AND SIDEWALK DETAILS APPROVED: DETAIL CITY OF FORT COLLINS STORMWATER UTILITIES CONSTRUCTION DETAILS DATE: 11/13/00 D _ 6 City of Fort CDIIim DRAWN BY: NBJ 1-6° 1-1/2" 4-1/2" 1 1/2"R. 1-1 /2" TO 211 R. o .a N OUT FALL CURB & GUTTER (FORT COLLINS ONLY) N 1 /8" TO 1 /4"R. 1 1 /2" �,1 1/2"R. im a', All TO 1 /4"R. a S1 1 "± 1 /4" ° 8 a ° . e ° • • ° 1 "� 1 /4" 1 1/2" 3 • ASPHALT OR * 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 1/4" 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. MEDIAN (ISLAND CURBS) ULARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS Bl�7€EEVh6TAEN0ARDS DATE: 04/01/07 Page�(I� 266 I 1n/ X = Curb Transition Length Y = Parkway Width in Type I Approach W = Driveway Width (See Drawing 707) t = Concrete Thickness - minimum 6" Type I = With Detached Sidewalk Type 11 = With Attached Sidewalk fer to Chapter 25 for minimum removal dimensions. PERSPECTIVE W = Width Ramp if necessary A Right of Way line \ f`I I Detached 1:12 00 Sidewalk max. y N IN Ey At tached o� Sidewalk 1 12 max Back of curb TYPE I x=2- min. Driveway Width varies B x=6'-o° TYPE 11 w EXPANSION z J IT 1'1z(max.) m JOINT o 1:24 LJL N WALK r SECTION B-B NOTE: o. N.T.S. WALK Y 1. Concrete driveway must be provided to the property line. o 1:48 SLOPE m 114' PER FT. Expansion joint if drive J WALK 21 continues as concrete SECTION A —A t N.T.S. =t STANDARD DRIVEWAY APPROACH (TYPES I & II) LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS BIaS`MEETh6PPAEN4YARDS DATE: 04/01/07 Page'( 06)f266 0 In N N O_ Z' O w 3 Q O a co Y y v cp t6 O cn 9� U 6 y O m o 7 N N C7 ° L 3 L0 ac a) U-iZ a o J - Lm Z ¢ a Q O N M Q > — 0 v C > O j } a O 0 Up x - v �a} W W Q O 0 p ` v f N v N u o N� F- U W O d'o M o Q > v o ; a E v y w Dco o. p oy E �a > z z ( -cco OM N= O O N = O Z N U) • -)(- ('XeLU) e1 ZL:I c.- m.5 3 0 (Xew) o Q evE Zl:l Q C O m �m �� E ��m 0 a)mj ro 03 Ccn W N Z N }N N z M tl7 N 6 W 7 N E J nI Q co co N N 3 . 7 U �11 N ( Y Cn z N N O D N I r m 2 E N z �� 000 �5 a m I 0 m� Etc >Q CL o� �a tj Y W W �� �LL � a } 2 oa rQoo •• y O) O O C i. w J Q U Q7 N Q -0 O C Q U) w o 0) W a' c U 0 w U a O oQ ooQ� rr u z rN�q m iF i(- � 1 a 3 v ip ip ip �o N a < v U QW = O O oa Q = _ • • Z O J a ¢ � 'E � o � p u � O � U Vl STANDARD DRIVEWAY APPROACH (HIGH VOLUME DRIVE TYPES III & IV) ULARIMIER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS €EEVh6rPAlI4ARDS DATE: 04/01/07 Page'( 07266 SECTION 00100 INSTRUCTIONS TO BIDDERS BID 7222 - Asphalt Overlay Page 7 of 266 Wa�Z3�QZV)O ~�WO1Np��>W�_Q^OJZ � \ ZD Y< �Utt=3vo�Xv STREET INTERSECTION CROSSPAN LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS VV�ENDATE: 04�01�07 Page? u in A X (Varies, See Plans Xmax=2.0') d (Varies, See Plans) ho s/s" 6" SECTION B-B E o 7 C 0 U Attached c 5 `o Sidewalk E 0 �VII o C B o f r u- low, EM 5/8" Rolled Steel Tread Plate (diamond pattern) Dimension Variable Retaining Screws at C 4'-0" or as Directed B Detached Sidewalk Notes: PLAN VIEW 1. Length of steel plate varies. L = 1 1 /4" x 1 1 /4" x 1 /4" 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. ° 8" Bar Welded at SECTION C-C center, Nelson Standard Ad Anchor or equivalent. (typical both sides) A 5/8" Rolled Steel Tread Plate 1/2" x 1" Flat Head Mach. — Screw Brass or Electro-galy. finish 12" on center (typical both sides) —Angle iron to be drilled and threaded to receive screw. —Concrete to be drilled to allow screw to extend into the concrete (typical both sides). COMBINATION 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 81�I€EBTh,BVAEN1YARDS DATE: 04/01/07 Page?()9266 3 F B A 6 IN. STEEL DECK RING WITH 21 IN. HEAVY DENVER COVER BY MACLEAR OR APPROVED EQUAL. IN. O 6 IN. THICK SIDEVALL (TYP. BOTH SIDES) I 1.-6 IN. 6 IN,I I 6 IN.— gg CC CURI a IR. WARPED CURB & SEE DETAIL 'A• FLOW LINE GUTTER (TYP. FT. BOTH SIDES) 4 FT. OPENING 11 FT. 8 8.5 FLUSH . WITH CURB FACE 6 IM. 1 I 2 IN. 1 4:1 A PLAN VIEW NTS 04 BAR 1 1/2 IN. R I8 IN. LONG 1/4 IN. -I IN. LEG •'••..':. 61N. I I • • u5 BAR . . 1 �2:1 1 1/2 IN. PIPE SPACER 8 IN. .. AND 1 1/4 IN. LOCK NUT v v 4 IN. ' 1 1/4 IN. DIA. X 24 IN. GALV a STEEL ROD - THREADED 3 1/2 IN. AT TOP. 1/4 IN. 10 IN. EMBEDMENT 7 IN. X 3 IN. % 3/8 IN. PLATE 2 FT. 4 FT.- 6 IN. 6 IN. J 6 IN. I SEE CURB FACE ASSEMBLY DETAIL OF MANHOLE RUNGS-12 IN. O.C. �DR INAGE FOR 6 ITN. I SECTION A -A FT-6 IN. 4 FT. 3 FT.-6 It 4RPE0 DEPRESSED GUTTER WARPED ITTER I GUTTER NORMAL FLOW LINE TOP OF GUTTER ALTERED w FLOW LINE o w � z a a J Z �6 IN. 6 IN. H� Q ~ HN S 1% SLOPE FOR N � z DRAINAGE SECTI❑N B-B 6 IN. EXTEND CHANNEL CURB FACE ASSEMBLY DETAIL 6 IN. WALL TO OUTSIDE EDGE OF WALL GENERAL NOTES I. SEE D-7B FOR REINFORCEMENT. 2 INLET SHALL BE SHAPED WITH 5. TOP SLAB DOF INLETSHALL BE SLOPE TO 3 IN. RAD.�I IN. ADDIFLOOTION CONCRETE TO FORM INVERT TO PIPE CONNECTIONS. 6. EXPOSED STEEL SHALL BE GALVANIZED IN / ACCORDANCE WITH AASHiO M-III. 3. MANHOLE RUNGS SNAIL BE REQUIRED FOR INLET HEIGHT 4 FT. AND GREATER. DETAIL "A' 4. SIDEWALK SHALL BE 6 IN. THICK FOR 3 FT. ON EITHER SIDE OF INLET. CURB INLET-4 FT. OPENING FOR VERT. CURB & GUTTER APPROVED: DETAIL CITY OF FORT COLLINS STORM WATER UTILITIES CONSTRUCTION DETAILS DATE: 11/19/02 D-7A City of Fort Collin DRAWN BY: NBJ 4 FT A /401 8 IN. O.C. ---I �--- /601 SOI \ ► ,. r■��,;�;�� 0��' --��CUJ Qu�r -1 7Dc,. HOLE IN CCINTER 1-407 ��. a08-J 3 FT. 5 FT. 3 FT. II FT. I FT 2 FT A PLAN VIEW NTS TABLE I 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 I T 12 IN. 111 >• 7 FT. 10 IN. 403 l2 IN. IV 6 7 FT. 4 IN. 404 I/2 IN. 12 IN. II 14 40 12 IN. 1 m 3 FT, 2 IN, 406 12 IN. 11 4 + 407 I N. 2 9 FT. 0 IN. 408 12 IN. VI( 4 3 FT. 4 IN. 501 5/8 IN. 9 IN. 11 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 IN. VIII IN. LANCHOR I N. 24 IN. =LENG.T T Y P Sr , TYP 201rL 101 54 IN. TYPE Iv �f 20 IN. 8 IN. e 1N. TYPE VII •VARIBLE WITH HIGHT, REFER TO TABLE 2. 2v �"! BENT II IN TYPE VII l4 IN. LOOP 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 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. !N. 2 FT. 4 FT - A IN SECTION A -A NTS s FT a FT 1 FT. SECTI❑N B-B NTS TABLE 2 I li LENGHT C.y. LB. 40214051 404 406 CONE. 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. B IN 3 FT. 7 IN. 14 10 5 FT. 6 IN 14 10 5 FT. 2 IN 4 FT. 1 IN. 14 10 6 FT. 0 IN. 16 12 5 FT. 8 IN, 4 FT. 7 IN. 16 12 6 FT. 6 Irv. 16 12 6 FT. 2 IN.5 FT. I IN. 16 12 7 FT. 0 IN. IS 14 6 FT. 8 IN. 5 FT. 7 IN.1 IB 14 7 FT. 6 IN, 18 14 7 FT. 2 IN. 6 FT. I IN. 18 14 8 FT. 6 IN. 20 16 7 FT. 8 IN. 6 FT. 7 IN. 20 16 8 FT. 6 IN. 20 16 8 FT. 2 IN. 7 FT I IN 20 16 9 FT. 0 IN. 22 18 8 FT. 8 IN. 7 FT. 7 IN. 22 IB 9 FT. 6 IN 22 22 9 FT. 2 IN.8 FT. I IN. 22 22 10 FT. 0 f 2d 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 City of Fort Collin f UTILITIES CONSTRUCTION DETAILS DATE: 11/21/02 D_7B DRAWN BY: NBJ CURB INLET-4 FT. OPENING FOR VERT. CURB & GUTTER (REINFORCEMENT) CITY OF FORT COLLINS STORMWATER APPROVED: DETAIL City of Fort Collin f UTILITIES CONSTRUCTION DETAILS DATE: 11/21/02 D_7B DRAWN BY: NBJ 6 IN. STEEL DECK RING WITH A 24 IN. HEAVY OENVER COVER BY c rr MACLEAR OR APPROVED EOUAL. 7 • 6 IN. THICK — SIDEWALL (TYP. I BOTH SIDES) 6 IN. I 6 IN. — SEE DETAIL 'A' \ _ WARPED CURB 6 4 FT. OPENING LOW LINE GUTTER (TYP. BOTH SIDES) 11 FT. 8 C8.5 FLUSH . WITH CURB FACE I 2 IN. 4:I 6 IN. MAX/MIN. A PLAN VIEW NTS 44 BAR 1 1/2 IN. R 18 IN. LONG 10 IN. EMBEDMENT C I/4 [N.-I IN. LEG T I �•. '. 61N. N5 BAR 1 1/2 IN. PIPE SPACER • AND 1 1/4 IN. LOCK NUT 4 IN. 1 1/4 IN. DIA. X 24 IN. GALV STEEL ROD - THREADED 3 1/2 IN. AT TOP. 1/4 IN. �r7 3 IN. X 3 IN. X 3/8 IN. PLATE 2 FT. 4 FT.- 6 IN. SEE CURB FACE _ CURB OF ASSEMBLY DETAIL B MANHOLE RUNGS-12 IN. O.C. IX SLOPE FOR DRAINAGE 6 IN. SECTI❑N A -A NORMAL FLOW 4 FT. 3 FT.-6 II DEPRESSED GUTTER WARPED GUTTER TOP OF GUTTER ALTERED w FLOW LINE 0 J 0- =v i '^o f6 IN. 6 IN. 6• W j W HN SLOPE FOR N i DRAINAGE D 6 IN. . .. ... . .. ... ..:. SECTION B-B EXTEND CHANNEL 6 IN. TO OUTSIDE CURB FACE ASSEMBLYCURB FACE ASSEMBLY DETAIL WALL EDGE OF WALL GENERAL NOTES I. SEE D-88 FOR REINFORCEMENT. 5. OTOP SL B OF INLET SHALL BE SLOPE TO 3 IN. 2. FLOOR OF INLET SHALL BE SHAPED WITH RAD.-, IN. ADDITION CONCRETE TO FORM INVERT 6. EXPOSED STEEL SHALL BE GALVANIZED IN / TO PIPE CONNECTIONS. ACCORDANCE WITH AASHTO M-111. 3. MANHOLE RUNGS SHALL BE REQUIRED FOR INLET HEIGHT 4 FT. AND GREATER. DETAIL "A' 4. SIDEWALK SHALL BE 6 IN. THICK FOR 3 FT. ON EITHER SIDE OF INLET. CURB INLET-4 FT. OPENING DRIVE -OVER CURB & GUTTER CITY OF FORT COLLINS STORM WATER APPROVED: DETAIL DATE: 11/2t/02 City of Fort Collins UTILITIES CONSTRUCTION DETAILS D-HA DRAWN BY: N8J 6 IN. z_ � n BI a � n 17 IN. I 1 14. FT. A , 409 A -.o-I PLAN VIEW TABLE 1 BAR LIST FOR CURB INLET NTS MARK DIA. D.C. TYPE NIL LENGHT IN. SPACING REO'D 402 8 IN. II 4 3 FT. 10 IN. 404 12 IN. [II t 7 FT. 10 IN. 106 12 IN. IV 6 7 FT 4 IN. 407 1/2 IN. 12 IN. II 14 409 12 IN. It 3 FT. 2 IN 410 12 IN. II 4 411 12 IN. [I 2 9 FT. 0 IN, 412 12 IN. VII 4 3 FT. 4 IN. 501 5/8 IN. 9 IN. I[ 1 2 1 9 FT. 0 IN. 502 5/B IN. 9 IN. II 1 4 FT. 8 IN 503 5/8 [N. 9 IN. II t 9 FT. 0 IN. 504 5/8 IN. 6 IN. Vill 2 4 GT. 8 IN 601 J/4 IN. - - 1 8 FT. III [N. 8 [ 8.5 - - - 1 5 FT. 0 IN. ANCHOR I/2 IN. 24 IN - 2 1 FT. 6 IN. 211 I I LENCHT TYPE Straic TYP TYPU.III U20 IN. TYPE IV U20 w 9 IN U' + VARIBLE WITH HEIGHT, REFER TO TABLE Z. �/K Bent V11 11 IN. TYPE VIII [M30 IN. LaaP 12 IN. LAP BAR BENDING DIAGRAM GENERAL NOTES: (01MENSIONS 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. 7 FT d FT _ A IN SECTION A -A SECTION B-B TABLE 2 nIIANTITIFS VAPIARI r Wa urlruT H NO. REO'D LENCHT C Y LB 402 405 404 406 CONC. STEEL 3 FT. 6 IN. 10 6 3 Fr. 2 IN. 2 FT. 1 IN. 25 210 4 FT. 0 IN. 12 8 3 FT. 8 IN. 2 FT. 7 IN. 26 230 4 FT. 6 IN. 12 8 4 FT. 2 IN. 3 FT. 1 IN. 28 236 5 FT. 0 IN. 14 10 4 FT. 8 IN. 3 FT. 7 IN. 29 236 5 FT. 6 14 10 5 FT. 2 IN. 4 FT. 1 IN. 3.1 252 IN. 5 FT. 0 N. 16 72 5 FT. 8 IN. 4 FT. 7 IN. 3.2 282 6 FT. 5 IN. 16 12 6 FT. 2 IN. 5 FT. I IN. 3.4 -is 8 7 FT. 0 IN. 18 14 6 FT. 8 IN. 5 Fr 7 IN. 3.5 306 7 FT. 6 IN. 18 14 7 Ff. 2 IN. 6 FT. I IN. 3.7 314 4 8 FT. 6 IN. 20 16 8 FT. 2 IN. 7 FT. 1 IN. 4.0 340 9 FT. 0 IN. 22 18 B FT. 8 I.V. 7 FT. 7 IN. 4.1 360 22 IB 9 FT. 2 IN, 8 FT. 1 IN. 4.3 365 10 FT. 0 IN. 24 20 9 FT. 8 IN. 8 FT. 7 IN. 4.4 386 CURB INLET-4 FT. OPNG. FOR DRIVE -OVER CURB & GUTTER (REINFORCEMENT) CITY OF FORT COLLINS STORM WATER APPROVED: DETAIL C ty or Fort coma. UTILITIES CONSTRUCTION DETAILS DATE: 11/25/02 D-813 DRAWN BY: NBJ A-7 33 FTC-6 IN. 1 FT.I 9 IN. 6 IN. THICK SIDEWALK (TYPJ EXTEND WALK 1 FT. BEYOND NORMAL BACK OF WALK. 6n4 BARS AT 111 IN. D.C. 34- 5 35 BARS AT C 9 IN. O.C. J I FT. I I � 2 05 BARS AT B (TYPJ 6 IN, O.C. B --FF7:[j P' I [BAKOF CURB 6 [rN. / 0 SEE OE7AIL 'A• r Il IN. FLOWLINE 2 FT ab BARS AT WARPED CURB 6 L12 N. O.C. GUTTER (TYP.) 8C 8.5 FLUSH WITH CURB FACE Al DETAIL 1 1/2 IN. R /d IN.-1 IN. LEG "B•' N4 BAR 18 IN. LONG 2 IN. 2 IN. 6 IN. 6 IN. .' I 2:1\ = � p S BAR• 1 I/2 IN. PIPE SPACER AN CI 1 1/4 IN. LOCK NUT 8 IN. p T 1 1/4 IN. OIA. X 24 IN. GALV. y 3 IN. STEEL ROD - THREADED 3 1/2 IN. AT TOP. 4 IN. •• 3 IN. X 3 IN. X 3/8 IN. - PLATE 61N. DETAIL "B" _L 6 [N. T 8C8.5 WITH 1 1/2 IN. DIA. HOLE IN CENTER - EXTEND CHANNEL TO OUTSIDE EC -- -- UEIAIL A SEE OE TAIL "g• q4 BARS _ __ p5 BARS 8 1/2 IN. 1% SLOPE __L 6 IN. BARS Ha BARS-12 IN. O.C. BOTHWAYS SECTION A -A WARPED GUTTER I DEPRESSED GUTTER WARPED GUTTER TOP OF CURB 2 IN NORMAL LTERED FLOW LINE _ FLO I LINE SECTION B-B (REINFORCEMENT NOT SHOWN) II FT. 0 IN. , I FT A 4 BARS 5 BARS GENERAL NOTES: �_� 1. SIDEWALK SHALL BE 6 IN. THICK FOR 3 FT. ON 6 IN. EITHER SIDE OF CULVERT. �- ADD 1 p 4 BARS ADD I N 4 BARS 2. TOP SLAB OF CULVERT SHALL BE SLOPE TO 14 I/2 IN '•I'.. MATCH SIDEWALK. SEE D-6. I I, 3. EXPOSED STEEL SHALL BE GALVANIZED IN i _ ACCORDANCE WITH AASHTO M—III. 4. KEY JOINTS WHERE WALLS CONNECT TO TOP // d BARS-12 IN. O.C. SLAB AND BASE. BOTHWAYS 5. REINFORCEMENT IN WALLS AND BASE SHALL BE 3 IN. FROM THE SIDE EXPOSED TO EARTH. SECTION C—C REINFORCEMENT IN TOP SLAB SHALL BE 1 1/2 IN CLEAR. CONCRETE SIDEWALK CULVERT FOR VERT. CURB, GUTTER AND SIDEWALK APPROVED: DETAIL ® CITY OF FORT COLLINS STORMWATER UTILITIES CONSTRUCTION DETAILS DATE: 12/19/00 D -12 City of Farl Collins) DRAWN BY: NBJ A-7 EXTEND WALK 1 FT. BEYOND NORMAL BACK OF WALK.- ` 3 FT. 6 IN. 644 BARS 1 I AT 11 W. O.C. 31� 1 FT. � 1 C 5 45 BARS AT IN. THICK I II 8[ 8.5 WITH 1 1/2 IN. DIA, HOLE 6 SIDEWALK IN.THICK 9 IN. O.C. IN CENTER — EXTEND CHANNEL TO (TYP.) J OUTSIDE EDGE OF WALL. — —_AV_ 7 — 6 IN. 4 FT. f ' WALL 6 IN 1 FT.: 2 45 BARS AT B I (TYP.i —� 6 IN, O.C. B } BACK OF CURB^` % 8 IN. I L _ I I \ X to--SEEDETAIL 'A' J I 1 i— I 17 IN II IN. DETAIL "A" 1 �� � FLD WLINE 14 IN 44 BA S A !/ VARPED CURB 4 1 12 IN- O.C- Ti T P. _ 2 FT, 0 IN, 5 FT. 6 IN. If FT. ,—SEE DETAIL B A J—I - < 6 IN. DETAIL "B" 6 IN / I ' 25 BARS $ I/2 IN. 1 I / 1_ SLOPE -- i 8[8.5 FLUSH�p4 6 IN. BARS _T WITH CURB FACE i1 1/2 IN. R 84 IN. 1 i#4 BARS-12 IN. O.C. 1/4 IN -I IN. LEG/ BOTHWAYS 2 1N �i —� SECTION A —A 1 2 IN. 1 4: 1 , 6 IN. 1 ° aG` 6 IN. 3 FT. 6 IN. J 4 FT. 0 IN. L — 3 FT. 6 IN. _ 2.17 i\5 BAR (,,',, _ WARPED GUTTER DEPRESSED GUTTER WARPED GUTTER \ i I —TOP OF CURB \1 1 /2 IN. PIPE SPACER ^/ \ ANO 1 1/4 IN. LOCK NUT 8 IN. .• - 1 1 1/4 IN. DIA. X 24 IN. GALV. TIN. STEEL ROD - THREADED 3 I/2 IN. AT TOP. - RMALINE 3 1/4?".� ALTERED < < FLOW FLOW LINE SECTION B-B ,° I 6 IN. y (REINFORCEMENT NOT SHOWN) 3 IN. X 3 IN. X 3/8 IN.1: PLATE I 6 IN. I DETAIL "B _ II FT, 0 IN. I FT, GENERAL N❑TESI i# 4 BARS n 5 BARS 1. SIDEWALK SHALL BE 6 IN. THICK FOR 3 FT. ON 6 IN. EITHER SIDE OF CULVERT. T— ADD i N 4 BARS— —ADD 1 0 4 BARS 2. TOP SLAB OF CULVERT SHALL BE SLOPE TO 4 /2 IN MATCH SIDEWALK. SEE D-6. I• 3. EXPOSED STEEL SHALL BE GALVANIZED IN .I _ ACCORDANCE WITH AASHTO M-lll. 4. KEY JOINTS WHERE WALLS CONNECT TO TOP SLAB AND BASE. �,BO7 D ARSS-72 IN. 0-C. 5. REINFORCEMENT IN WALLS AND BASE SHALL 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 APPROVED: DETAIL CITY OF FORT COLLINS STORMWATER UTILITIES CONSTRUCTION DETAILS DATE: 12/20/00 D-13 astwa`. DRAWN BY: NBJ 0. 12 GRATE AND FRAME BY oCLEAR OR APPROVED EQUAL. 35 3/4 IN. 28 1 /4 IN. 6 IN, 23 3/4 IN. IN. 16 1/4 IN. } IN. CIR. O.F. �{ BAR —CONCRETE INLET GRATES 2 IN. CIR L.F. • PIPE O.D. - 'd °I } IN. CIR. ° 11�1 #4 O 12 IN. '4 IN. ,. 12 IN. L.F. 2 IN. CIR L.F, CTRS. (TYP.) .i, LAp 12 IN. N LINE OF ° CTRS. T AN CONCRETE PIPE DUIT ... a D. e .� H I� •• �E FOR INACE° . NA% G ' F^ 1 \' 1 II TEP. STEP I� \ L <°Ip 14 IN. Mi ®12 IN. CTRS. 6 IN. TYPICAL WALLS AND FLOOR SECTION A -A GENERAL NOTES: 1. AREA INLETS MAY BE USED FOR DRAINAGEWAY OTHER THAN STREETS. (EXAMPLE, PARKING LOTS, MEDIANDS, SUMP BASINS) SECTION B-B AREA INLET CITY OF FORT COLLINS STORMWATER APPROVED: DETAIL UTILITIES CONSTRUCTION DETAILS DATE: 12/8/00 D _ 9 A City a( Fort Collins DRAWN BY: NBJ -10 —I D O ;I (_ I_ I_ I —6•- 23 1/a" 22 3/8' ADJ. 9• TO 12 1/2 LJ nn II fEHll 1 11/16• TYP. —_I �_-1 3/4TVP I— - x 20 1/2" a" — —b —I 28 1/2' — 38 1/2' NOTE: 1. TOTAL OPEN AREA IS 336 SQUARE INCHES. 2• — , d y".j IF - � N P 5- NO 24 TRANS. 24" GROUT EMBED EOUAL N LENGTH /N O FLANGE BOTH WALLS #4 @ 12 " OC 91 PLANS SEE NOTE 5 j NOTES 2• 5• I. ALL TYPE IJ INLCn WALL BE CONSNUCTCO WIN AN AOJUSUBLC CURB BOX. II 2. RE"CO fR f ANO WAlC IS O"TCR FOUNDRY 12302A - rR & L'WAT , CURB AND PARTIAL 'R ".. SINILAR fRANf MO CRA? Or OTHER L WACWRCRS NUSr BC APPRO.E0 BY ME CNOINECR PRIOR rO use: 'y I CXrfN RfWr0RCWG M SIDEWALK SECTION A WIWNUN Of 12•. WhERC NO SIOCWALX IS _ 10 BC PLACCO, CXrCMO RCINfORCULC WrO BLCX WALL Or NLCT fifMNO CURB !BABE. h - A. ALL MLCI BOXES SIN[L BE CAST AN PLACE CONCRCIC UNLESS OIHCRWISC AUTHORIZED or M rN mrCR. �•__ B H S. WNCRC BARS ARC r0 BC SPLICCO, W ww SPLK'f LENGTH =1B• �____ • ___._—�I aI . Type 13 Inlet Detail City of Fort Collins CITY OF .FORT COLLINS, COLORADO ENGINEERING DEPARTMENT STANDARD NUMBER Type 13 — A REwEWED: 3 1 SECTION 00100 INSTRUCTIONS TO BIDDERS 1.0 DEFINED TERMS Terms used in these Instructions to Bidders which are defined in the Standard General Conditions of the Construction Contract (No. 1910-8, 1990 ed.) have the meanings assigned to them in the General Conditions. The term "Bidder" means one who submits a Bid to OWNER, as distinct from a sub -bidder, who submits a Bid to Bidder. The terms "Successful Bidder" means the lowest, qualified, responsible and responsive Bidder to whom OWNER (on basis of OWNER's evaluation as hereinafter provided) makes an award. The term "Bidding Documents" includes the Advertisement or Invitation to Bid, Instructions to Bidders, the Bid Form, and the proposed Contract Documents (including all Addenda issued prior to receipt of Bids). 2.0 COPIES OF BIDDING DOCUMENTS 2.1. Complete sets of Bidding Documents may be obtained as stated in the Invitation to Bid. No partial sets will be issued. The Bidding Documents may be examined at the locations identified in the Invitation to Bid. 2.2. Complete sets of Bidding Documents shall be used in preparing Bids; neither OWNER nor Engineer assumes any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. 2.3. The submitted Bid proposal shall include Sections 00300, 00410, 00420, and 00430 fully executed. 2.4. OWNER and Engineer, in making copies of Bidding Documents available on the above terms, do so only for the purpose of obtaining Bids on the Work and do not confer a license or grant for any other use. 3.0 QUALIFICATION OF BIDDERS 3.1 To demonstrate qualifications to perform the Work, each Bidder must submit at the time of the Bid opening, a written statement of qualifications including financial data, a summary of previous experience, previous commitments and evidence of authority to conduct business in the jurisdiction where the Project is located. Each Bid must contain evidence of Bidder's qualification to do business in the state where the Project is located or covenant to obtain such qualification prior to award of the contract. The Statement of Qualifications shall be prepared on the form provided in Section 00420. 3.2. In accordance with Section 8-160 of the Code of the City of Fort evi 2 7 Section 00100 Page 1 BID 7222 - Asphalt Overlay Page 8 of 266 1'2'4 I-,'w 112'p 1/2-rrbar anchors rclau A r bar 12-'OC I-2-"x11? 0, ( �L21/2-x 21/2"x t-116"x32" rc W f 4 4 I ---Warp inside p — utter gC1rad Curb —I— — f- �_ ='r 11� 24' each sxic of in7e t to rrirct grade of inlet 3 3/Er 2 1/2'f —I— — + Cp + I Normal - —--Norrrgl gutter rcbar grade at .I'Y M--31/2' yrade a outside r back of Frawc I.': edge. Gutter I I walk. Standard curb line 2-112*0 rcbar-s 23" �. 3-1112'0 I I �'; I.• rebw or- 3-1/2'0 rebars 6 A > 12'0C. 6 :..� . 34" : t' PLAN VIEW Slope , er nls i to out let I E N h N 1/4' steel angle 3-1/2i'0 rebars (welded corners) 12'O.C. Tab SEC112N A -A nits. NOTE: A 12'transition, centered on the C.B, 21/2' Tab shall be constructed r—� ' - — 28 L—J All reinlorcing steel a411 ' E= FRAME— RSA M— EE be Grade ao /C—�� Cyr rC� s L--J �J N ' 1 ` CATCH BASIN DETAILS (DRIVE -OVER CURB, GUTTER 8, SIDEWALK) i4--27--- —`i CITY OF FORT COLLINS COLORADO �f d r12 ralr by MaClydr or a�provrdcd equal. �- ENGINEERING DIVISION APP VE"`- GRATE BID 7222 - Asphalt uvulldy _ �.5. Page 206 of 266 Concrete Border R.O.W. (TYP.) Alley Drive -Over or Vertical Curb & Gutter 10'X10' 10'X10' SIGHT Construction Joint SIGHT Curb AREA AREA 0" Curb 1,12 °' a 0 8" minimum thick tt_�12 Walk I � � concrete � Walk 0" Curb Truncated Dome `rr2* 6" Curb Parkway Parkway Vertical Warning Detection 6" Curb EZ 6 Truncated Dome STREET Warning Detection ALLEY W/ SIDE DRAINAGE Drainage May Cross the Walk Up to a Maximum of 0.5 cfs for the Design 2 Year Storm. Alley FL Concrete fl Alley t Drainage Inlet or Other Drainage Collection R.O.W. System shall be designed (TYP.) = for 2 year storm minimum. 10.X1a loxio SIGHT / / / \ \ \ SIGHT AREA AREA i:24 ) a 7 8" minimum thick 1,24 N_ Walk 2;1 u5 11i concrete I Walk 0" Curb 0" Curb Parkway Parkway 6" Curb � 6" Curb Truncated Dome See Tables 8-1 & Warning Detection 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. ALLEY INTERSECTIONS LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS B1CSTRE Soh RPA 1 iARDS DATE: 04/01/07 PagEa()32ss 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 Slope up to match finished pavement NOTE: 1. Grout shall be a mixture of 100 Ibs Grout mix, 26 Ibs water (3.12 Gap, 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. Straight cut around ring Concrete grade ring to match slope or finished grade Shim / Grout Grade ring Manhole r- STANDARD MANHOLE COVER ULARIMER COUNTY CONSTRUCTION REVISION NO: DRAWING URBAN AREADRAWINGS EtjprgpAIyARDS DATE: 08/07/00 Payt 2&126s Detached Sidewalk 12" Expansion Joint Material 1 DETACHED 611• SIDEWALK , I Dnveway Sidewalk Attached Sidewalk I.L. 44 F Min. L. LIP 8" Commercial � 6" Residential DRIVEWAY • .. SECTION A -A 12" Expansion Joint Material ATTACHED SIDEWALK 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 LARI�IER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS E ANDARDS DATE: 04/01/07 16Q1 -- Slope sidewalk to curb 1/4' per foot. NOTE: Construct Sidewalk with joints at 10' intervals and aligned with scoring on curb. ATTACHED SIDEWALK DETAIL DETACHED SIDEWALK DETAIL I . ° R1/8' 1/4SLAB THICKNESS ° e O c ° a .. WEAKENED PLANE JOINT —i� 1/2' Expansion Joint material a RI/4" 1 G° 4 . •. ° 4 e ° • 1/2" 6 e e a ae G n. INSTALL IN LOCATIONS SPECIFIED IN CHAPTER 22 EXPANSION JOINT r- SIDEWALK DETAIL "BID&ME RIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS E§Ph43'PAgN0ARDS DATE: 04/01/07 PagA6�ss Curb to retain ground behind the walk, if needed. — (Radius varies) 2 Transition back of walk (typ.) ­Z:� U) E 0 0 m 6• Truncated Dome Warning Detection Wood float �Q finish thru ramp �F c?�S Walk Broom finish rx Curb Gutter 6 e,� r � Wood float finish thru ramp Walk Broom finish Curb Gutter u z 0 z 5 Y a 3 0 0 Y 0 CORNER LOCATION i m t*. as Lo. A 6' 5' 1 6' (min.) T T (min.) MID -BLOCK LOCATION /// Curb (optional) / Only if needed -Transition back of walk (typ.) Broom finish Truncated Dome Warning Detection at the corners of the truncated dome warning 2'-0" 6' truncated dome warning detection c ., 1:25 slope (max.) o ° :::Ia SECTION A -A 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 1 607 for Fort Collins. 4. See CONST. DWG. 1614, 1615 and 1616 for Loveland. ACCESS RAMP DETAILS LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS SIo�s32�EFs�na6�AARDS DATE: 04�01�07 pa6��2ss ARTERIAL 0 co �lc 1 E ROW Line 9� s ARTERIAL / COLLECTOR `L J Q OC R=6' F co Q � 6, in I 9� 's. J Q ROW Line Cc 10' 6' H 10' 5' (min.) Q 16' 15' ARTERIAL / ARTERIAL ARTERIAL / COLLECTOR For Corner Radius > 35' DETACHED WALK / INTERSECTION DETAIL LARIMER COUNTY CONSTRUCTION REVISION NO: DRAWING URBAN AREA DRAWINGS Bl��€EETh6?A''NCrARDS DATE: 08/07/00 Pacjl6 66 Note: Use of this detail requires special approval in Fort Collins by the Local Entity Engineer. DETACHED WALK / INTERSECTION DETAIL "LARIMER COUNTY CONSTRUCTIONREVISION NO: 2 DRAWING URBAN AREADRAWINGS EETh6PAgN4)ARDS DATE: 04/01/07 Pagj6oc&ss 1.5* TRANSITION E 0.5' TYP. 1.5* TRANSITION A 1 Y i Y °° ° ° 000000 r°°°°°°°°° 2• • W Y W W W °°°°°°°°° j' W W W W Y CURB Y W Y W W W W Y W W Flared W Y W W W Y Y vytlan W Y W Y Y W W W W Truncated Dome Warning Detection -FLARE OPTION W W ° ° °0°0 W W W 0°0° A °°°° Truncated Dome 6 MIN, I °00 °000 Warning Detection 1� fl. Moz 6" CURB °000 0' CURB 0oc 000 0 0 I R �t CURB OPTION ° 2' CURB t-6' or as specified 125 slope (maz,) FL 1: 12 SLOPE MAX, STANDARD GRAY CONCRETE `FLOWLINE 6" 1.4- LIP OF CUTTER 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) LARIMER COUNTY CONSTRUCTION REVISION NO: 1 DRAWING URBAN AREA DRAWINGS BI i�EIS�h�PA I�iARDS DATE: 04/01/07 Pay 6:6 FORT COLLINS ONLY O �a � llernapig MOO �i Q wee 0 a cc U A m w n n U v 0 3 p n i ao o, c 'm - m m o c n fn- u d o a 5 U 12 O' N c n o H C O m - E _ _ d OU V w c O c L Z V a o V " V o N aci N � a c� o. m - '� a 12 rali d N c o 0�el E L 8-1 � N V C N (ry U cO p, Z O A d O V cJ lV U M d L V p m V L'i C� Q RESIDENTIAL LOCAL STREET ACCESS RAMPS LARIMER COUNTY CONSTRUCTION REVISION N0: DRAWING URBAN AREA DRAWINGS ,TJZ�E'T_S-'aNDARDS DATE: 04/01/07 1606(a_ Collins in determining whether a bidder is responsible, the following shall be considered: (1) The ability, capacity and skill of the bidder to perform the contract or provide the services required, (2) whether the bidder can perform the contract or provide the service promptly and within the time specified without delay or interference, (3) the character, integrity, reputation, judgment, experience and efficiency of the bidder, (4) the quality of the bidder's performance of previous contracts or services, (5) the previous and existing compliance by the bidder with laws and ordinances relating to the contract or service, (6) the sufficiency of the financial resources and ability of the bidder to perform the contract or provide the service, (7) the quality, availability and adaptability of the materials and services to the particular use required, (8) the ability of the bidder to provide future maintenance and service for the use of the subject of the contract, and (9) any other circumstances which will affect the bidder's performance of the contract. 3.3. Each Bidder may be required to show that he has handled former Work so that no just claims are pending against such Work. No Bid will be accepted from a Bidder who is engaged on any other Work which would impair his ability to perform or finance this Work. 3.4 No Bidder shall be in default on the performance of any other contract with the City or in the payment of any taxes, licenses or other monies due to the City. 4.0 EXAMINATION OF CONTRACT DOCUMENTS AND SITE 4.1. It is the responsibility of each Bidder, before submitting a Bid, to (a) examine the Contract Documents thoroughly, (b) visit the site to familiarize himself with local conditions that may in any manner affect cost, progress or performance of the Work, (c) familiarize himself with federal, state and local laws, ordinances, rules and regulations that may in any manner affect cost, progress or performance of the Work, (d) study and carefully correlate Bidder's observations with the Contract Documents, and (e) notify Engineer of all conflicts, errors or discrepancies in the Contract Documents. 4.2. Reference is made to the Supplementary Conditions for identification of: Subsurface and Physical Conditions SC-4.2. 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder that Bidder has complied with every requirement of this Article 4, that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents and such means, methods, techniques, sequences or procedures of construction as may be indicated in or required by the Contract Documents, and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. ev1 2 7 Section 00100 Page 2 BID 7222 - Asphalt Overlay Page 9 of 266 FORT COLLINS ONLY � a a O U U U 0 0CD CD OS 0 0 00 I - O N In-0(; ca N°'EEo 10 O O ND O L C tV +it] C O C (O O 1 D CV + FV ¢ d O_ J O " N+ N+ C V d N d U Varies °� p\ N+ N + N O (V O a E+rn+un+ �Ey o000 6 N N N N N N D E N o00no C)l�)O o �'� A I Q 0 0� m�Cn0000 x m 0 ILL) 0 i 0000 o n <o o a� I U LL � U m o c as m o f 'Er 2 a U ti U i U E d U Q)nj C N— a� O A N C V J �. d E=L U d m paj L O N m co o. E o o 2 Ll Lvoi L¢= VV C a vl oE c= o c U a oO`�` > L O C N O \` y O 00 C) O O C6 A ? :� p iv d a_v >O L cmi —' a OC00 o ¢No o ¢c> v0(`00� zl^ OOCR O 0 0 7_:) 0 L OCR 00 6 Varies O o a 0� °O. I a N n o IL U c •. ao U N Q O. I O Q C 00 N Cn N � i� --p6OdC_NJ OOOO Q4NJ OyO 6m I QdJ I Iwycnua v o 0000 cLAI O ON O \I I 00 EO aup xol j Q Varies , \ Q I lalln9guegln3 OC=10 r OOLLO I o 0000 a moo U � o C7 ¢ m IL _I a N O a C O`O c] Oosj COCD- TRUNCATED DOME WARNING FOR ACCESS RAMPS LARIMER COUNTY CONSTRUCTION REVISION N0: DRAWING URBAN AREA DRAWINGS EE S ANDARDS DATE: 04/O1/07 1607 4' Min. Flat Rest Area 4' Min. 1� 1 1:1X r Show street surface SECTION A -A Minimum area of nose island SO ft' Truncated Dome Warning Detection Qyp-) q Min. 4' q . a a e 61 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. INIEDIAN ISLANDS & PEDESTRIAN REFUGE AREA LARIMER COUNTY CONSTRUCTION REVISION NO: 2 DRAWING URBAN AREA DRAWINGS BI E8Vh6'PAgN0ARDS DATE: 04/01/07 Pagl60:82ss 4'-0" (Min. Width) Sidewalk Addition (min.) Existing Sidewalk 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. EDGE SURFACE � 1 /8" R. ;• 1/8 qv .. °41.. F— TOOL JOINT FOR WALKS NOTES: 1. Joint shall be cut 1 /4 thickness of initial concrete; tool joint for walks. r� SIDEWALK WIDENING DE`PAILS LARIMER COUNTY CONSTRUCTION REVISION NO: DRAWING URBAN AREA DRAWINGS 81C51�LPhSg9eN,bARDS DATE: 08/07/00 Pa2510426s STATIONING SHALL BE SIAIAPED AT 500INTERVALS ON EACH OUTSIDE MUNLINE SHOULDER AS SHOWN 1 7 m6 _.__`:' __"" -15'___-15.-- ._.... _.._..._ R'--15'_' - to '1 X . C C C 1 CSIPSSEE APPROACHC 'I-- +}""I-I I-{'I'}+ I E }-}-1"{ -{-I-I"PLANS BRIDGEII FORTIE OR BANS :TR$TAB IB'CFRSOSLAB aH+11 O12' CIRS.7� JOINT __ __ __I_I-1+1 +I+I" -I-I-I-I+I +H(D I+I-I:+ +I -{"'I DRIOGL DECK '® 12 90 _M [� E C� ()+I I I 0R C [ I C CI GENERAL NOTES 1' 1. THIS STANDARD PLAN DOES NOT APPLY TO THIN CONCRETE OVERLAYS (WHITETOPPWG). 1 2. LEGATE ©JOINT AT A ©JOINT OR A u1lduUu OF 2 n. FROM A ©JOWL. 3. THIS JOINT LAYOUT SHALL BE USED AS A STANDARD FOR THE "I LAYOUT FOR THE PROJECT. IF THE CONTRACTOR PROPOSES VARIATIONS TRW THIS STANDARD OR THE PROJECT HAS UNUSUAL OR _ IRREGULAR CONDITIONS NOT COVERED HEREIN, THE CONTRACTOR SHALL PREPARE A PAVEMENT JOINT 3 -NIGH LAYOUT FOR APPROVAL BY THE ENGINEER. SLABS 14 FT. IN WIDTH SHALL BE CONSTRUCTED ONLY WHERE NUMERALS DESIGNATED ON THE PLANS. 4, WHEN A CONTINUOUS WIDTH OF PAVEWE I IS POURED WIDER It" 40 FT., THE JOINT NEAREST THE CENTERLINE $HALL BE AN UNTIEDJOINT. 5. ON 4 LANE DIVIDED HIGHWAYS, THE 2 LANE DIRECTIONAL PAVEMENT WHO BOTH SHOULOERS SHALL BE PLACED With Q LONGITUDINAL SAWED CONTRACTION JOINTS. 6. ON VARIABLE MUTH SUBS, THE 2 FL OR 4 FT. END OF SLAB WIDTH DIMENSION WAY VARY 16 INCHES. I. CL� 10 BE USED WHEN TRAFFIC LANE IS ADDED SEPARATELY OR FOR IA ERS OR SPEED CHANGE LANES. ALTERNATIVE L OIUDINAL JOINT LOCATIONS AT SPEED CHANGE LANE WAY BE USED IF APPROVEO. TYPICAL JOINT LAYOUT FOR DIRECTION of TRAVEL JOINT LEGEND CONCRETE ROADWAY WITH CON R T SHO FERc C L SHOULOCR A O A B I c �L� w6 HORIZ.J ld 11, ♦ 14' HOPo2. IRANSIATION INCHESIM FRON EDGE OF SHOULDER Im Q6 - Iuo TRAFFIC -I GLOW eT/RTICN i/RII[AL SNEw t0 00'n'ELS ®`v , 12' e 6° HORII SKEw T IS PAVEMENT THICKNESS FROM PLANS c C) SHOULDER PLAN VIEW SECTION A —A SECTION A —A SHOWNG 11OR12.. NOR12. TRANSLATION, SHOWING VERTICAL TOLERANCE SHOWING VERTICAL SKEW TOLERANCE DOWEL BAR DETAIL WHO HORIZ, SKEW TOLERANCES FOR Qr JOINT WITH 14 FT AND 12 FT LANES DETAILS ILLUSTRATING DOWFI PIACFMFNT TQLFRANCFS SEE SUBSECTION 412.13(E)2 FOR ALLOWED TOLERANCE VALUES, ALTERNATIVE TIE BURS DIMENSIONS (SEE NOTE 3) no cn,S 11 +�L 1. 712ra © I� RURAL TWO-LANE I— Leo C TRANSVERSE CONTRACTION l� LONGITUDINAL CONSTRUCTIOn COND TRANSVERSE TRALTIOONN LONGITUDINAL CONSIRUCIIpV OR LONGITILOINA1 CONTRACTION TRANSVERSE CONSTRUCTION T-5 MULTI-LANF WITH SPEED CHANGE LANEAND CONCRFTF SHOULDERS OPTIONAL LONGITUDINAL JOINT IN CENTER FOR SINGLE LANE SPEED CHANGE LANE 1' RAMP AND SPEED CHANGE /LANE DIMENSIOWNG FOR 4 ++ JOINTS ONLY. SCE PUNS 1Y FOR STRIPING LOCATIONS. ALTERNATRE 5 DIMENSIONS (SEE NOTE 3) SHOULDER H IIFF i-F} DC OR IY +l 11 DC 12' 12' " e: 07 '" """ "" LOST ion Dote: Initials: SJR ® ® ® Dote: "'"L "�""""" Commen is Colorado Department of Transportation 4201 East Arkansas Avenue D07 Denver, (303) hO 80222 �— Phone: (303) 252-9083 �_ F..: (303) 757-9820 Project Development Branch SRJ/LTA CONCRETE PAVEMENT JOINTS STANDARD PLAN NO. (I LOT, 0 Lust MOU;n<at'.d DOte: D)/04/OD Ipport LTA M-412-1 Pour.,Norne:s412010.us/Oeslgn5upporl/ DraFuli Omn;nq File Nome: At 2010105 ISSueO By: Project Development Bronch on July 04. 2006 Sheet NO. 1 Of 5 cAD ve.: MkINstNliwl ve scae: Not m sane unhs. Eeg6sh Page 219 o1266 JOINT LEGEND (SEE SHEE1 5 FOR JOINT DETALS) ©— TRANSVERSE CONTRACTION O— LONGITUDINAL CONSTRUCTION CONTRACTION�SVERSE H+1Oli+H HiOE rN- LONGITUDINAL CONSTRUCTION OR ONGITUDINAL CONTRACTION »««.... T .......... TRM'A'ERSE CONSTRUCTION ALTERNATIVE DIMENSIONS (SEE NOTE 3) 1 SHOULDER a14' OR 12' 12 12' MULTI —LANE WITH ACCELERATION AND DECELERATION LANES AND CONCRETE SHOULDERS . • . . � . ax�rx�rx��rar�m�z�xr��va.��i.Txan�:na.��.:�(� Loco uter vile Information ® ® ® ® �Ineet nevlsions Colorado Deportment of Transportation 4201 Eosl Arkansas Avenue UO% Denver, (303)Colorcdo 80222 �� Poona: (J03) ]5]-9083 Fo+: (JOJ) ]5]-0620 Project Development Branch SRJ/LTA CONCRETE PAVEMENT JOINTS STANDARD PLAN NO. re Cotian Oote: 07/04/08 Initiols: SJR Date: Commen is Last Date 07/04/OO Initials: LTA M-412-1 Full Pan[ www.mLslate.co.us/DesignSupporl/ all, www.d Drawing Fos Nonni: 412010205.dwg Issued By. Project Development Branch on July 04, 2006 Sheet NO. 2 DP 5 CAD Ven: MiaoSWIIW ve Scule: not m Rule wilco Engulf, BID 7222 - Asplmll Overlay Page 220 of 260 `y/ I /� O \ /\ /T I I I I I I 11 Tj TYP. OPEN CENTEfl CLOSED CENTER CUL—DE—SAC JOINT LEGEND (SEE SHEET 5 FOR JOINT DETAILS) EXPM90N C TRANSVERSE CONTRACTION LONGITUDINAL CONSTRUCTION DOWELED TRANSVERSE CONTRACTION GITUDINAL LONGFACTRm lJ CONTRACT" INAL LONGITUD ll CONSTRUCTION T TRANSVERSE ` CONSTRUCTION NOTE I. LONGITUDINAL JOINTS SHALL BE PLACED ADJACENT 10 LANE MAKINGS WHEN POSSIBLE, AND HAVE A MAXIMUM SPACING OF 12 FT.-6 IN. (15 FT. IS PERMITTED 11, MONOLITHIC CURB AND GUTTER). 2. CONSTRUCT TRANSVERSE JOINTS PERPENDICULAR TO THE CENTERUNE OF PAVEMENT AND EXTEND THROUGH THE CURB OR CURB AND GUTTER. * 3. PUCE % IN. MW. EXPANSION JOINT FILLER IN TOP 6 W. OF CURB JOINT AT INTERSECTION RETURN RADIUS POINTS. A. THE CONTRACTOR SHALL. UNLESS OTHERWISE SHOWN ON ME PUNS, SELECT AND USE A BOND BREMER AT INLETS. MANHOLES AND SIMILAR SIZE STRUCTURES. SMALLER STRUCTURES SUCH AS VALVE AND MONUMENT BOXES LULL NOT REWIRE A DEAD BREMER, 5, WHERE A LONCITVOINAL JOINT PASSES LESS THAN I FT. FROM A CAST-IN-PAVEMENN MANHWE OR SIMILAR SIZE STRUCTURE, A TVPNAL 2 F1. RADIAL JOINT, AS SHOWN W ME DETAILS. SHALL BE USED. 6, TRANSVERSE 4114IS SHALL EITHER INTERSECT THE CENTER OF CIRCULAR MANHOLES AND INLETS OR BE At LEAST A FT. AWAY FROM THE EDGE OF CIRCULAR MANHOLES. SEE WHO INLET DOWT OCTAL ON SHEET 5, INLET PERMISSIBLE ALTERNATIVE OR JOINTS WITN = MANHOLE SMALL < 16' JOINT IS NOT REQUIRED IF CURB AND CUREfl IS PWRCD MONOLITHICALLY WITH ADJACENT LANE. I p B' MNIMOu 12' Mix., CONC. 6' THICK OR LESS 2' t 6' TYP. 15' W., CONC. OVER 6' THICK A A CURBS CURB INLET A INLET OR CURB a40 SHOWS * / wWHOIE IOC CUTTER INTEGRAL (SEE D (SEE DETAIL ON * D * CURB * E IN SHEET 5) * _ Us D oc �Di ° D r 12'-s• E DC O E DC � 2' TYP -� - - - - _ N E D E-- -- CURB "LET * C DC CLINGBOXCUT 2It 6• 0 L L (SEE DEIAL ON n'P CX PANSIOI SHEET 5) * * Iry IEGML JOINT nLLER * 2' 2 6. 1YP. E ROUNDING OF ANGLE BY CURB INLET OR FORMING OR SUPFORM PAVING MANHOLE PERMISSIBLE. 7WYGEALIGNED WITH A FRONT OR BACK OF HIM PAVEMENT CURB. HIM PAVEMENT TYPICAL CURBED PAVEMENT JOINT LAYOUT Computer File Information Sheet Revisions Colorado Deportment of Transportation CONCRETE STANDARD PLAN NO. Ea.G.. Out,. 07/01/06 In iGol s: SLOT ® Oa1e: Comments A201 Easi Arkansas Avenue Last oth: ca0on Date : 0]/O4/De Initials: LTA OOT Denver, Colorado 8D222 83 PAVEMENT JOINTS M-412-1 Full Path: ww w.Jot. st o te.co,us/Deli n5upport/ �� Phone: Colo) .5)-9083 Dmwllg File Name: 412010305.dwg (� �� Fax: (303) 257-9820 CAD Vey.: MmroLmlen V8 Scale: Nat m SAae wits: EnB1IM, (� Project Development Branch SRJ/LTA Issued By: Project Development Bronch on July 04, 2006 Sheet N0. 3 Of 5 M1u rzzz. NspnaR uvenay Page 221 of 266 JOINT LEGEND NOTES (SEE SHEET 5 FOR JOINT DETAILS) 1. LONGITUDINAL JOINTS SHALL BE PLACED ADJACENT 10 LANE "KINGS WHEN POSSIBLE. AND HAVE MAXIMUM SPACING OF 12 FL-6 IN. (15 FT. IS PERMITTED WITH MONOLITHIC CURB M40 GUTTER). EXPANSION TRANSVERSE JOINTS PERPENDICULAR 10 THE CENTERLINE OF PAVEMENT AND EXTEND TNRWCN THE CURB OR 2. CURB C ANDUTTER CURB AND GUTTER, CONTRACTION CONTRACTON # 3. PLACE % W. MIN. EXPANSION JOINT nLlEfl IN TOP 6 IN. OF CURB JOINT AT INTERSECTION RETURN RADIUS POINTS. CoiSRpNat C ONStRUC110ry A. THE CONTRACTOR SHALL. UNLESS OTHERw15C SHOWN ON PLANS, PS, SELECT AND USE A BOND BREAKER AT INLETS, MANGLES AND SIMILAR SIZE STRUCTURES. SMALLER STRUCTURES SUCH AS VALVE AND MONUMENT BOXES DOWELED TRANSVERSE Q DO NOT REQUIRE A BOND BREAKER. CONTRACTION 5, WHERE A LONGIIUDN& JOINT WOULD PASS LESS THAN r Ff. FROM A CAST-W-PAVEMENT MANHOLE OR SIMILAR SIZE LONaNONAL STRUCTURE. A TYPICAL 2 FT. RADA JOINT. AS SHOWN W THE DETAILS, $HALL BE USED. C CONTRACigx 6. TRANSVERSE JOINTS $LULL EITHER CENTER Of AT LEAST MANHOLES AND INLETSSHEET LONGITUDINAL. CONSTRUCTION KHC INLET ET . A FT. nwnY FROM THE EDGE OF CWCULAR wwHOLES. SEE CURB INLET BOXgII DETAIL ON SHEET 5. CIRCULAR CURB # # .Nvr.r«nrrN101 N.r««vvr... TRANSVERSE' CONONSIRUCigN A - — D OR OE SHOWS SHOLLOCR a L CDO CURB AND CUTTER 12' 12 C # # AN RA JOINT SHALL BE PLACED HERE (OPT, WHEN THERE SHOULDER D IS MORE THAN IZ GAP A JOINT LOCATED AT A AN EXTRA JOINT SHALL BE PLACED HERE (TYPJ, WHEN THERE C I ANT.D CURB BflEu( POINT ANO THE PREVIBETWEOUS JW _ IS MORE LIEN A 12 F1. GAP BETWEEN A JOINT LOCATED AT C # # _ # # CURB BNEAX POINT CURB BREAK POINT SMOULDER A CURD BREAK AND THE PREN WS JOINT MINT CURB BREAK MINT # 12' R' � t � L SHOULD RC # # C # # # # EXPANSION MATERIAL AT C SHOWS C BREAK IN CURB ALIGNMENT (TYPE CURB AND GUTTER D OR 0 HMA PAVEMENT _ `CHANCE MULTI —LANE INTERSECTION WITH SPEED LANEAND CONCRETE SHOULDER Computer File Information ® ® ® Sheet Revisions Colorado Deportment of Transportation 4201 East Arkonsas Avenue OnT Denver. Colorado 80222 �� Phone. (303) 757-9083 .: Foy: (303) 757-9870 Project Development Branch SRJ/LTA CO1.Vl.I\.E'PE 11 E CONCRETE PAVEMENT JOINTS STANDARD PLAN NO. Creation Date: 07/04/06 Initials: SJR Date: Comments last Modification Dale: 07/04/06 Initials: LTA M-412-1 YVU Path: www.dolslale.co.us/Deli n5uppdrl/ Drowning FAA Name: 412010405.0wg issued By. Project Development Branch on July 04, 2006 Sheet No. 4 OP 5 cAD ver.: ucroSmUon v8 Scole: Not to Scae Units Eng69i BID 7222 - Asphalt Overlay Pape 222 of 266 APPROACH 18 "" CONCRETE BLAB JOINT E— .—JTI n r FOMwAr STAB SEEPLAN F BRIDLE OESIGNOF-3,--�—� BRIDGE APPROACH %- RELOW SURFACE Y- . . 6EAJANI '.I. I PREF001? JOrvt MATCRY 1- O )EXPANSION JOINT THE TRANSVERSE JOINT IN \ MONOLITHIC CURB AND CUTTER SHALL BE SAWED TO THE SAME DEPTH AS THE PAVEMENT, BOTTOM OF SAW CUT III" l' 1/2 T T C T T/2 �TTF LBWS. © O TRANSVERSE LONGITUDINAL LONGITUDINAL LONGITUDINAL CONTRACTION JOINT CONTRACTION JOINT CONSTRUCTION JOINT CONSTRUCTION JOINT (TRANSVERSE WEAKENED (LONCITUDNAL WEAKENED ' USE ONLY IF T 2 8 IN. ' USE ONLY IF T < 8 IN, PLANE JOINT) PLANE JOINT) FORM ONLY FEMALE KEYWAY • A KEYWAY IS ALLOWED TO 30- CTRS. FACUTAIE USE a BENT ° TIE BGRADE 40 TIE BARS OR •a• • 1 _ 1 APPROVED TWO PIECE r 7fl 2 CONNECTORS �•. is' CfAS. a••�• L L nE uas ' 2 LONGITUDINAL • 1 CONSTRUCTION JOINT TRANSVERSE CONSTRUCTION JOINT JOINT SEALANT JOINT SEALANT . - SEE DOWEL SPACING IN TRAVEL LANES ON THE PIArvS. T TI/I2 RIGID WELDED J ASSEMBLY Dc DOWELED TRANSVERSE CONTRACTION JOINT lII( �° • A T/3 DIA' BAEfl ROD " • %s' PIA. BACKER ROD SEAL AT SHALL. BE 0 4T FOR LONGITUDINAL JOINTS CONSTRUCTION JOINT ALONG SLABS 14 FT. IN WIDTH. SAWED JOINT NOTE PAVEMENT THICKNESS (T), SHALL BE AS SHOWN ON THE PLANS, PAVEMENT THICKNESS (T) TIE BAR SIZE DDIAME-TEROWEL RAR T < B IN. No. 4 1 IN, B IN. 2 T 5 10 IN. No. 5 1.25 IN, 10 IN. > T S 15 IN. No. 6 1.50 IN. er�r.LT�r�'br�Nlra 6 BREAER ♦�• BflFAKER 9 ( l •F�Y1 b , � EESS `^ TxAN (\\ IY 12 r41N. QOR E C I 0 C OORQF INLET OR MANHOLE CAST IN PAVEMENT INSTALL TRANSVERSE JOINT AT C BOTH BO%OUT CORNERS 6 D BOAOUT IS 8 FT. OR LONGER. 8' MIN. APRON -RECESS CURB INLET BOXOUT •: .. INLET OR 4:1 TAPER "HOLE TO MEET APRON Il T (SEE JOINT 0 DETAIL) MW BOND BREAKER % RECESS SECTION A —A INLEI OR . MANHaE 1 TAPER O MEET ST RUCTURE. SECTION B—B BOND BREAKER SHALL BE COMPOSED Of PLASTIC SHEET, BUILDING PAPER OR OTHER APPROVED MATERWL THAT PREVENTS BONDING. I Creation Dote: 07/04/08 Initials: SJR I Dote: -""` ^`""" " Comments Colorado Deportment of Tronsportation CONCRETE STANDARD PLAT`] NO. Modilioation Date: 07/04/06 Initials: LTA ® 4201 st Arkansas Avenue /)nJ Fast +..dot.smte.ca.us/Deli n$aPPart/ - ��� PnoneEo(303..d SJ 8022 PAVEMENT JOINTS M-412-1 Droning Flle Name: 412010505.E.g ®�,: Poe (303) 25J—DB20 can Ve:.: womsl4Ron VB Same Not to 5 do was: Engisa ® Project Development Brunch SRJ/LTA Issued By. Project Development Branch on July 04, 2006 Sheet NO. 5 Of 5 Pepe 223 of 266 SECTION 03500 PROJECT MAPS INDEX (in alphabetical order) Boardwalk Conifer E. Horsetooth Evergreen Park (patching only) Hampshire Square Huntington Hills (patching only) Kingston Woods Lexington Green Linden St Portner Riverside (patching only) S. Lemay Southridge Greens W. Drake Wheaton Woodland Park (patching only) BID 7222 - Asphalt Overlay Page 224 of 266 H Fort Collins 201 I E horsetooth, S Lemay, we Streets Wheaton Dr, Boardwalk s 5.0 INTERPRETATIONS AND ADDENDA. 5.1. All questions about the meaning or intent of the Bidding Documents are to be submitted in writing to the Engineer and the OWNER. Interpretation or clarifications considered necessary in response to such questions will be issued only by Addenda. Questions received less than seven days prior to the date for opening of the Bids may not be answered. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 5.2. All questions concerning the scope of this project should be directed to the Engineer. Questions regarding submittal of bids should be directed to the City of Fort Collins' Purchasing Division. 5.3. Addenda may also be issued to modify the Bidding Documents as deemed advisable by OWNER or Engineer. 5.4. Addenda will be mailed or delivered to all parties recorded by the OWNER as having received the Bidding documents. 6.0 BID SECURITY 6.1. Each Bid must be accompanied by Bid Security made payable to OWNER in the amount stated in the Invitation to Bid. The required security must be in the form of a certified or bank cashier's check payable to OWNER or a Bid Bond on the form enclosed herewith. The Bid Bond must be executed by a surety meeting the requirements of the General Conditions for surety bonds. 6.2. The Bid Security of the successful Bidder will be retained until such Bidder has. executed the Agreement and furnished the required contract security, whereupon Bid Security will be returned. If the successful Bidder fails to execute and deliver the Agreement and furnish the required contract security within 15 days of the Notice of Award, OWNER may annul the Notice of Award and the Bid Security of that Bidder will be forfeited. The Bid Security of other Bidders whom OWNER believes to have reasonable chance receiving the award may be retained by OWNER until the earlier of the seventh day after the effective date of the Agreement or the thirty-first day after the Bid Opening, whereupon Bid Security furnished by such Bidders will be returned. Bid Security with Bids which are not competitive will be returned within seven days after the Bid opening. 7.0 CONTRACT TIME. The number of days within which, or the date by which the Work is to be substantially complete and also completed and ready for Final Payment (the Contract Times) are set forth in the Agreement. 8.0 LIQUIDATED DAMAGES. ev1 2 7 Section 00100 Page 3 BID 7222 - Asphalt Overlay Page 10 of 266 No Text Fort of 201 1 Hampshire Squarer s N City of Fort Collins w Svees 201 1 Kingston Woods s N Fort of W E f� 201 1 Lexington Green Fort of SVees 201 1 Linden St w �E N Fort Collins 201 1 Portner �� Streets s N Fort of 20 1 1 Hampshire Square wE 5 N Fort Collins 201 1 Southridge Greens, $V¢2l5 Huntington Hills W E 5 N Fort of 201 1 Riverside m11 ` Streets s N Fort of 201 1 W Drake W E SIree6 s 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. 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. ev102007 Section 00100 Page 4 BID 7222 - Asphalt Overlay Page 11 of 266 N Fort of 201 1 Woodland Park ` Streets s SECTION 04000 EROSION CONTROL AND INLET PROTECTION INDEX OF EVIRONMENTAL STANDARD OPERATING PROCEEDURES (ESOP) New Construction Activities for Municipalities 1 of 2 Street, Curb, and Gutter Replacement and Construction 1 of 3 Street, Curb, and Gutter Maintenance 1 of 3 Spill Prevention and Response 1 of 4 Utility and Storm Sewer System Maintenance 1 of 4 Utility and Storm Sewer System Replacement and Construction 1 of 3 Power Washing 1 of 2 Vehicle Fueling 1 to 3 Outdoor Fleet Maintenance 1 of 4 Heavy Equipment and Vehicle Maintenance 1 of 4 BID 7222 - Asphalt Overlay Page 237 of 266 - New Construction Activities for For More Information a e ! Municipalities A ress ty tate Description Pho a This fact sheet covers new construction activities disturbing less e- at i than one acre not subject to a CDPS Construction permit. New Possible Pollutants construction includes, but is not limited to buildings, structures, capital improvements, roadways, and recreational components e e t such as trails, restrooms, and other structures. Procedures he als provided are general in nature and can be applied to any scale Orga s or type of municipal construction. rash When services are contracted, this written procedure should be Good Housekeeping provided to the contractor so they have the proper operational aste a age e t procedures. In addition, the contract should specify that the ployee o tra for ra g contractor is responsible for abiding by all applicable municipal, state, and federal codes, laws, and regulations. Proper lea p a D sposal Pro a res Procedures Related Procedures Obtain all applicable federal, state, and local permits for eavy p e t a eh le construction projects. a tea e ■ The Colorado Stormwater Construction General Par s a Ope pa e permit applies to construction sites disturbing one a tea e acre or more, or less than one acre but part of a larger p II Preve t o a espo se common plan of development. treet r a tter epla e e t a A larger common plan of development is defined as o str t o a contiguous area where multiple separate and t I t es a for a er distinct construction activities may be taking place at yste epla e e t a different times on different schedules under one o str t o plan. eh le el g ■ A dewatering permit may be required if construction activities require the removal and discharge of groundwater offsite. • A U.S. Army Corp of Engineers (USACE) Section 404 Permit may be needed if the work will be conducted in or impact waters of the United States, including wetlands, washes, drainages, ditches, creeks, streams, and rivers. Applicable sediment and erosion controls may be installed, such as inlet protection, silt fence, sediment traps, erosion control logs, check dams, and vehicle tracking control. Sediment and erosion controls will be Pagel of 2 installed and maintained in accordance with approved design criteria and/or industry standards. Material stockpiles will not be stored in stormwater flow lines. Temporary sediment control will be used during temporary, short-term placement while work is actively occurring. Where feasible, grading activities should be scheduled during dry weather. Best management practices will be periodically inspected and maintained as necessary. Waste containment for concrete washout, masonry, paint, trash and other potential pollutants will be available when these activities are being conducted. Where practicable, non-structural controls will be used, such as phased construction, dust control, good housekeeping practices, and spill prevention and response. Employee Training Train applicable employees who perform new construction activities on this written procedure. Information regarding how to avoid and report spills will be presented during the training. Periodically conduct refresher training on the SOP for applicable employees who perform new construction activities. Records The following records could be used to document activities performed: • Records of employee training with sign -in sheet. References Cihj of Centennial SOP: New Constriction SOP, August 2007. Mesa Counhj, Municipal Operations and Maintenance Progrant, July 2005. Page 2 of 2 For More Information `I Street, Curb, and Gutter a e Replacement and A ress ty late Construction Pho e Description e- al Procedures involving the replacement and Possible Pollutants construction of streets, curbs, and gutters have the e-gra a se e t potential to impact stormwater quality. Materials Orga s involved in these activities should be used efficiently 01 and disposed of properly. a - t sl rry When services are contracted, this written procedure rash should be provided to the contractor so they have the Good Housekeeping proper operational procedures. In addition, the D pster aste a age e t contract should specify that the contractor is responsible for abiding by all applicable municipal, ployee o tra for ra g state, and federal codes, laws, and regulations. Proper lea p a sposal pro a res Procedures Dry lea g etho s General Related Procedures Obtain all applicable federal, state, and local p II Preve to a espo se permits for construction projects. treat eep g The Colorado Stormwater Construction treat eeper lea g a General permit applies to construction sites ante disturbing one acre or more, or less than one treet r a tter acre but part of a larger common plan of a to a e development. • A larger common plan of development is defined as a contiguous area where multiple separate and distinct construction activities may be taking place at different times on different schedules under one plan. • A dewatering permit may be required if construction activities require the removal and discharge of groundwater offsite. ■ A U.S. Army Corp of Engineers (USACE) Section 404 Permit may be needed if the work will be conducted in or impact waters of the United States, including wetlands, washes, drainages, ditches, creeks, streams, and rivers. • Applicable sediment and erosion controls may be installed, such as inlet protection, silt fence, sediment traps, erosion control logs, check dams, and vehicle tracking control. Sediment and erosion controls will be installed and maintained in accordance with approved design criteria and/or industry standards. • When saw cutting, ensure that no slurry enters the storm drain. Let the slurry dry, sweep it up, and properly dispose of the sweepings or vacuum while saw cutting. • Do not perform concrete or asphalt paving work during wet conditions whenever possible. • Monitor construction equipment for leaks and use drip pans as necessary. • Leaking material containers should be properly discarded and replaced. • Store materials in containers under cover when not in use and away from any storm drain inlet. • Wash out mixers, delivery trucks, or other equipment in the designated concrete washout area only. • Locate concrete washout, portable toilets, and material storage away from storm drain inlets. • Material stockpiles will not be stored in stormwater flow lines. Temporary sediment control will be used during temporary, short-term placement while work is actively occurring. • Sweep or vacuum the roadway as needed, during construction and once construction is complete. • Best management practices will be periodically inspected and maintained as necessary. • Where practicable, non-structural controls will be used, such as phased construction, dust control, good housekeeping practices, and spill prevention and response procedures. • Where practicable, non-structural controls will be used, such as phased construction, dust control, good housekeeping practices, and spill prevention and response. Bridge Construction • Do not transfer or load any materials directly over waterways. • Suspend drop cloths or nets below any bridgework where wastes, scraps, or drips might be spilled into a waterway. Concrete Work Minimize the drift of chemical cure on windy days by using the curing compound sparingly and applying it close to the concrete surface. • Ensure there is a concrete truck washout area available or require the contractor to wash out at the batch plant. • Whenever possible, recycle concrete rubble; otherwise, dispose of it as solid waste. Asphalt Work Control the placement of road base or asphalt used in embankments or shoulder backing; do not allow these materials to fall into any storm drain or watercourses. Whenever possible, recycle asphalt. If recycling is not possible, dispose of as solid waste. Painting and Striping If possible, schedule painting and striping projects during dry weather. Use thermoplastic or epoxy markings in place of paint whenever feasible. Use care to prevent splashing or spilling of any liquid material. Follow the Spill Prevention and Response procedure should a spill occur. Employee Training Train applicable employees who perform street, curb, and gutter construction on this written procedure. Information regarding how to avoid and report spills will be presented during the training. Periodically conduct refresher training on the SOP for applicable employees who perform street, curb, and gutter construction. Records The following records could be used to document activities performed: • Records of employee training with sign -in sheet. References City of Centennial, Department of Public Works: Asphalt and Concrete Program, No Date. City of Centennial, Department of Public Works: Asphalt Program, No Date. PACE, Storrnwater Best Management Practices: Street Maintenance, No Date. Optional Additional Resources Concrete truck washout BMP specifications. Gravel road maintenance procedures. Page 3 of 3 ^For 1 Street, Curb, and Gutter More Information _ a e Maintenance A ress tate Description ty Pho e Street, curb, and gutter activities include concrete and l i asphalt installation, maintenance, repair, and e- a replacement; bridge maintenance; and painting and Possible Pollutants j striping. Procedures involving the maintenance of e-gra a se e t streets, curbs, and gutters have the potential to impact Orga ,s stormwater quality. Materials involved in these 01 activities should be used efficiently and disposed of a - t sl rry properly. rash When services are contracted, this written procedure Good Housekeeping should be provided to the contractor so they have the D pster aste a age e t proper operational procedures. In addition, the ployee o tra for ra g contract should specify that the contractor is Proper lea p a sposal responsible for abiding by all applicable municipal, pro e res state, and federal codes, laws, and regulations. Dry lea g etho s Procedures Related Procedures General p II Preve t o a espo se . Protect storm drain inlets and drains with curb treat eep g socks, rock berms, inlet protection, or drain treat eeper lea g a covers/mats prior to any maintenance activity. aste . When saw cutting ensure that no slurry enters the storm drain, let the slurry dry, sweep it up, and properly dispose of the sweepings. • Do not perform concrete or asphalt patch work during wet conditions whenever possible. • Leaking material containers should be properly discarded and replaced. • Store materials in containers under cover when not in use and away from any storm drain inlet. • Monitor equipment for leaks and use drip pans as necessary. • Sweep or vacuum the roadway once maintenance activities are complete. Bridge Maintenance • Do not transfer or load any materials directly over waterways. Secure lids and caps on all containers when on bridges. Suspend drop cloths or nets below any bridgework where wastes, scraps, or drips might be spilled into a waterway. Concrete Maintenance Minimize the drift of chemical cure on windy days by using the curing compound sparingly and applying it close to the concrete surface. • Ensure there is a concrete truck washout area available or require the contractor to wash out at the batch plant. • Whenever possible, recycle concrete rubble; otherwise, dispose of it as solid waste. Asphalt Maintenance Sweep to minimize sand and gravel from new asphalt from getting into storm drains, streets, and creeks. • Do not allow asphaltic concrete grindings, pieces, or chunks used in embankments or shoulder backing to enter any storm drain or watercourses. Apply temporary perimeter controls. Install silt fence until the structure is stabilized or permanent controls are in place. Whenever possible, recycle broken asphalt. If impossible, dispose of as solid waste. Drainage inlet structures shall be covered with inlet protection during application of seal coat, tack coat, slurry seal, and/or fog seal. Painting and Striping • If possible, schedule painting and striping projects during dry weather. Use thermoplastic or epoxy markings in place of paint whenever feasible. The pre -heater for thermoplastic striping and the melting tanks used during pavement marking must be filled carefully to prevent splashing or spilling of materials. Leave 6 inches at the top of pre -heater and the melting tanks to allow room for material to move and splash when vehicles are deadheaded. Employee Training Train applicable employees who perform street, curb, and gutter maintenance on this written procedure. Information regarding how to avoid and report spills will be presented during the training. Periodically conduct refresher training on the SOP for applicable employees who perform street, curb, and gutter maintenance. Records The following records could be used to document activities performed: Page 2 of 3 • Records of employee training with sign -in sheet. References City of Centennial, Department of Public Works: Asphalt and Concrete Program, No Date. City of Centennial, Department of Public Works: Asphalt Prograrn, No Date. PACE, Stormwater Best Management Practices: Street Maintenance, No Date. Optional Additional Resources Concrete truck washout BMP specifications. Gravel road maintenance procedures. Page 3 of 3 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 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. ev102007 Section 00100 Page 5 BID 7222 - Asphalt Overlay Page 12 of 266 For More Information a e A ress ty tate Pho e e- al Possible Pollutants he als o s OI Pa t el Good Housekeeping aste a age e t ployee o tra for ra g Proper lea p a sposal pro a res Related Procedures ert I er Pest e a er e Appl at o eavy p e t a eh le a to a e ater al forage ater als a age e t O t oor eh le a to a e eh le el g I Spill Prevention and Response Description Due to the type of work and the materials involved, many activities that occur either at a municipal facility or as part of municipal operations have the potential for accidental spills. Some municipal facilities operate under Spill Prevention Control and Countermeasures (SPCC) plans that include procedures for spill response. Proper spill response planning and preparation enables employees and contractors to effectively respond to problems and minimize the discharge of pollutants to the storm sewer system. When services are contracted, this written procedure should be provided to the contractor so they have the proper operational procedures. In addition, the contract should specify that the contractor is responsible for abiding by all applicable municipal, state, and federal codes, laws, and regulations. Procedures Spill Prevention • Keep work areas neat and well organized. Maintain a Material Safety Data Sheet (MSDS) for each hazardous chemical. Follow the Outdoor Material Storage procedures. Provide tight fitting lids for all containers. Keep containers clearly labeled. Labels should provide name and type of substance, stock number, expiration date, health hazards, handling suggestions, and first aid information. • Store containers, drums, and bags away from direct traffic routes to prevent accidental spills. • Inspect storage containers regularly for signs of leaking or deterioration. • Replace or repair leaking storage containers. • Use care to avoid spills when transferring materials from one container to another. Page 1 of 4 • Use powered equipment or get assistance when moving materials to and from a storage area. Use care to prevent puncturing containers with the equipment. • Do not wash down or hose down any outdoor work areas or trash/waste container storage areas except where wash water is captured and discharged into the sanitary sewer (if approved). • Conduct periodic inspections to ensure that materials and equipment are being handled, disposed/recycled, and stored correctly. • Provide adequate spill kits or lockers with sufficient equipment and supplies necessary for each work area where the potential for spills or leaks exists. • Inspect each spill kit or locker regularly and after each spill response. Replace any spent supplies or repair any equipment that is worn or not suitable for service. • Stock adequate personal protective equipment. Spill Response Safety Consider safety at all times. Anticipate and avoid all likely hazards. Never approach, contact, or sample an unknown substance. If a highly toxic or flammable substance is discovered, staff should leave the immediate area and contact the appropriate identified response authority, such as the fire department. If there is any question about a substance, contact the appropriate identified response authority or other designated representative. Procedures • Stop the leading edge of the spill. Block or divert the spill to avoid discharge to the storm sewer system and to minimize the area requiring cleanup. • Determine the source of the spill and stop the spill at its source by closing a valve, plugging a leak, or setting a container upright. Transfer material from a damaged container. • Identify the material and volume spilled. Contact the appropriate identified response authority or other designated representative if you cannot identify the material and its properties. • Refer to the MSDS to determine appropriate personal protective equipment, such as gloves and safety glasses and appropriate cleanup methods. • Clean up spills immediately to prevent spreading of wastes by wind, rain, and vehicle traffic and potential safety hazards. • Use sand absorbents or socks, pillows, or pads to quickly capture spilled liquid and properly dispose of all clean-up materials. Use dry clean-up methods only. • Complete all necessary reports. Spill Reporting • A spill of any chemical, oil, petroleum product, or sewage that enters waters of the state of Colorado (that include surface water, ground water, and dry gullies and storm sewers leading to surface water) must be reported immediately to the Colorado Department of Public Health and Environment. • Release of a substance into a storm drain, or onto a parking lot or roadway as part of a storm sewer leading to surface water, is reportable. However, if the material can be contained and cleaned within the storm sewer system to the degree that a subsequent flow in the storm sewer will not flush the substance to waters of the State, it may not need to be reported. • Contact the appropriate identified response authority within the municipality or other designated representative and be prepared to provide details needed to report the spill to the necessary agencies. • Detailed spill reporting guidance can be found at ht!p://wvvw.cdphe.state.co.US/op/wqcc/ Resources/ Guidance/ spillguidance.pdf and http://www.cdphe.state.co.us/hm/spiltsandreleases.htm Employee Training • Train applicable employees who perform spill prevention and response on this written procedure. Information regarding how to avoid and report spills will be presented during the training. • Periodically conduct refresher training on the SOP for applicable employees. who perform spill prevention and response activities. Records The following records could be used to document activities performed: • Records of any major spills and the action taken. • Records of employee training with sign -in sheet. References Cihj of Centennial, Department of Public Works: Good Housekeeping, No Date. City of Centennial, Department of Public Works: Materials Management, No Date. City of Centennial, Department of Public Works: Spill Prevention and Control, No Date. City of Golden, Stormwater Quality Pollution Prevention Guide for Municipal Operations: Parks Department Golf Course, January 2004. City of Lafayette, Spill Clean Up, No Date. Colorado Department of Public Health and Environment, Environmental Spill Reporting, January 2009. Mesa County, Municipal Operation and Maintenance Program, July 4, 2005. USEPA Menu of BMP: Spill Response and Prevention, cfpub.epa.gov/npdes/stormwater/menuofbmps/, accessed July 5, 2009. 4of4 For More Information I a e A ress ty late Pho e e- al Possible Pollutants e . e t tr a is etals y roaro s rash Good Housekeeping aste a age e t ployee o tra for ra g Proper lea p a D sposal Pro a res Related Procedures Utility and Storm Sewer System Maintenance Description This procedure addresses utility and storm sewer system maintenance. Utilities include power, sanitary sewer, water conveyance systems, and the storm sewer system. Power includes electrical and gas utilities. Maintenance of power may require excavation and reinstallation of lines including open cut trenching or directional boring in landscaped areas or street right of way. Electrical and gas line maintenance ensures services are provided to businesses and households without interruption. The sanitary sewer system is cleaned as part of routine maintenance and on an emergency basis. Without proper maintenance, sanitary sewer back-ups and overflows may occur and can result in potential property damage and significant health concerns if not properly managed. eavy p e t a eh le to Water conveyance systems are flushed and pressure a a e tested as part of routine maintenance. Potable water Par s a pa a Op e to systems must be properly maintained to ensure delivery a a e of water that meets State and Federal health standards. p II Preve t o a espo se Failures result in water main breaks that can cause treat r a tter property damage including erosion. epla e e t a o str t o The storm sewer system is cleaned as part of routine t I t es a for a er maintenance and on an emergency basis in the event of yste epla e e t a flooding. Maintenance will remove pollutants and o str to ensure the system functions properly to avoid flooding. eh le el g Flooding, ponding, and uncontrolled sheet flow can result in property damage and increased soil erosion. When services are contracted, this written procedure should be provided to the contractor so they have the proper operational procedures. In addition, the contract should specify that the contractor is responsible for abiding by all applicable municipal, state, and federal codes, laws, and regulations. Pagel of 4 Procedures General • Conduct routine inspection and maintenance on utility and storm sewer systems. • Where feasible, schedule maintenance activities during dry weather. • Monitor the jet/vacuum truck closely for leaks and use a drip pan as needed. • Wash and fuel the jet/vacuum truck per the HeavyEquipment/ Vehicle Maintenance procedure. • Properly dispose of vac truck contents. • Stay alert for any signs of illicit discharges. This includes "dry weather' flows or pipes or hoses emptying directly into waterways or the storm sewer system. • Report any suspicious discharges or dumping to your supervisor. Electrical and Gas Utility Maintenance To prevent sediment, mud and particles generated by power utility maintenance from entering the stormwater system implement inlet protection, perimeter control, street sweeping, vehicle tracking control, stockpile management and material management BMPs. Restore landscaped or hardscaped areas promptly. Potable Water Line Flushing Remove any debris from the gutter that could wash away with the water. If possible, sweep the flow line before flushing the line. Direct the water so that it is not flowing over exposed soil areas in order to minimize erosion. Water Line Breaks Contain spoils by building berms or installing rock socks around the area of disturbance. Dewater the excavation by using a vac truck. Discharge high chlorine water to the sanitary sewer via the nearest manhole, to a water truck, through a dechlorinating diffuser, or other method of dechlorination. Remove sediment from the street, curb, gutter and storm inlets as needed immediately following the repair. • Where needed, install a temporary patch or repave as soon as practicable following the repair. • If necessary, revegetate areas as soon as practicable following the repair. Sanitary Sewer Backup Clear line stoppage to prevent backup into house basements and manhole overflows. Page 2 of 4 • Contain overflows by using emergency generator, pump and/or a vac truck to intercept flows. It may be necessary to construct additional containment. • Clean up spills by washing and vacuuming the affected areas. Lime may need to be applied for disinfection of affected areas. Lime must be removed once disinfection is complete. Storm Sewer System Pipes, Catch Basins, Inlet and Outlet Structures, and Culverts • Clean storm sewer system by manual cleaning or jetting the pipes using a jet/vacuum truck to remove the material. • Do not temporarily store collected storm system cleaning debris adjacent to any surface water, storm drain inlet, or drainageway. • Storm sewer system maintenance wastes may be either non -hazardous or hazardous. Solid non -hazardous waste may be disposed in a sanitary landfill or recycled. Liquid non -hazardous waste must be evaporated before disposing of it into the landfill or discharged to the sanitary sewer system with the approval of the local wastewater treatment plant. Hazardous waste, as defined Linder Colorado Hazardous Waste Regulations (6 CCR 1007-3), must be transported and disposed of at a permitted disposal or treatment facility. • Replace or maintain "no dumping" stencils or plaques as necessary. Remove trash from trash racks and grated openings. Detention and Retention Ponds Inspect the outlet works and remove trash or vegetation from the trash racks and grates. • Inspect side slopes of the pond for erosion and reestablish vegetation as needed. • Remove and service fountains and aerator motors as recommended. • Report any suspected water quality problems such as a change in growth or appearance of vegetation. • Report excessive sediment accumulation, standing water beyond the designed drain down time or damage requiring additional maintenance. Drainageways Drainageways include drainage channels, ditches, grass swales, and washes. • Inspect drainageways for erosion and repair if necessary. • Remove and properly dispose of trash and debris from the drainageways. Remove sediment which could impede flow in drainageways. • Leave an unmown buffer when mowing adjacent to drainageways to filter pollutants. Do not leave grass clippings in or next to the drainageway. Do not apply landscape chemicals in the buffer area. Page 3 of 4 Employee Training • Train applicable employees who perform utility and storm sewer system activities on this written procedure. Information regarding how to avoid and report spills will be presented during the training. • Periodically conduct refresher training on the SOP for applicable employees who perform utility and storm sewer system activities. Records The following records could be used to document activities performed: • Records of employee training with sign -in sheet. References Center for Watershed Protection, Municipal Pollution Prevention/Good Housekeeping Practices: Version 1.0, September 2008. City of Centennial SOP: Detention Pond Maintenance SOP, August 2007. City of Centennial SOP: Inlet, Pipe, and Vault Cleaning and Disposal SOP, August 2007. City of Centennial SOP: Drainagezuay Maintenance SOP, August 2007. City of Golden Stornavater Drainage Maintenance Plan, February 2008. City of Greeley, Department of Public Works: Storm Water Drainage Program, January 2008. City of Greeley, Department of Public Works: Ditch Program, No Date. City of Lafayette Standard Operating Procedure: Ditch Cleaning, March 2009. City of Lafayette Standard Operating Procedure: Cleaning Storrn Drain System, March 2009. City of Lafayette Standard Operating Procedure: Manhole Cleaning, March 2009. City of Lafayette Standard Operating Procedure: Potable Line Flushing, March 2009. City of Lafayette Standard Operating Procedure: Sanitary sezuer Backup, March 2009. City of Lafayette Standard Operating Procedure: Waterline Breaks, March 2009. Mesa County, Municipal Operations and Maintenance Program, July 2005. Partners for a Clean Environment, Storm Drain Maintenance, No date. Optional Additional Resources Municipal codes and ordinances that relate to utility or storm sewer system maintenance. Inspection and maintenance frequency plan for the storm sewer system. Specific instructions on how to operate applicable equipment. Instructions on how to track the amount of debris collected. Treated Water Discharge Plans for potable water maintenance. Page 4 of 4 Utility and Storm Sewer For More Information a e 1) System Replacement and A ress Construction ty tale j Pho e I e- al i Description This procedure covers utility and storm sewer system Possible Pollutants replacement and construction. Utilities include power, e e t storm sewer, sanitary sewer, water conveyance systems. he als When services are contracted, this written procedure Orga s should be provided to the contractor so they have the rash proper operational procedures. In addition, the contract Good Housekeeping should specify that the contractor is responsible for abiding by all applicable municipal, state, and federal aste a age e t codes, laws, and regulations. ployee o tra for ra g Proper lea pa Dsposal Procedures Pro a res General Related Procedures • Obtain all applicable federal, state, and local eavy p e t a eh le permits for construction projects. a to a e Par s a Ope pa e The Colorado Stormwater Construction a to a e General permit applies to construction sites p II Preve t o a espo se disturbing one acre or more, or less than one acre but part of a larger common plan of treet r a tier development. epla e e t a o str t o A larger common plan of development is t I t es a for a er defined as a contiguous area where multiple yste epla e e t a separate and distinct construction activities o str t o may be taking place at different times on eh le el g different schedules under one plan. A dewatering permit may be required if construction activities require the removal and discharge of groundwater offsite. A U.S. Army Corp of Engineers (USACE) Section 404 Permit may be needed if the work will be conducted in or impact waters of the United States, including wetlands, washes, drainages, ditches, creeks, streams, and rivers. Pagel of 3 BI- sphalt Overlay a e.254 0 26 • Applicable sediment and erosion controls may be installed, such as inlet protection, silt fence, sediment traps, sediment control logs, check dams and vehicle tracking control. Sediment and erosion controls will be installed and maintained in accordance with approved design criteria and / or industry standards. • When saw cutting, ensure that no slurry enters the storm drain. Let the slurry dry, sweep it up, and properly dispose of the sweepings or vacuum while saw cutting. • Where feasible, grading activities will be scheduled during dry weather. • Do not perform concrete or asphalt paving work during wet conditions whenever possible. • Monitor construction equipment for leaks and use drip pans as necessary. • Leaking material containers should be properly discarded and replaced. • Store materials in containers under cover when not in use and away from any storm drain inlet. • Wash out mixers, delivery trucks, or other equipment in the designated concrete washout area only. • Locate concrete washout, portable toilets, and material storage away from storm drain inlets. • Material stockpiles will not be stored in stormwater flow lines. Temporary sediment control will be used during temporary, short-term placement while work is actively occurring. • Sweep or vacuum the roadway as needed, during construction and once construction is complete. • Best management practices will be periodically inspected and maintained as necessary. • Where practicable, non-structural controls will be used, such as phased construction, dust control, good housekeeping practices, and spill prevention and response procedures. Emergency Repair and Replacement Emergency Discharges are defined as situations in which it is not possible to implement all of the available BMPs due to the uncontrolled nature of the discharge. The primary focus during these events is to identify and mitigate the cause as soon as possible. Clean up of resulting sediment or other pollutants will be performed as soon as practicable following the emergency. Refer to the Spill Prevention and Response procedure for reporting requirements. Page 2 of 3 13.3. Oral, telephonic, telegraphic, or facsimile Bids are invalid and will not receive consideration. 13.4. No Bidder may submit more than one Bid. Multiple Bids under different names will not be accepted from one firm or association. 14.0 MODIFICATION AND WITHDRAWAL OF BIDS. 14.1. Bids may be modified or withdrawn by an appropriate document duly executed (in a manner that a Bid must be executed) and delivered to the place where Bids are to be submitted at any time prior to the opening of Bids. 14.2. Bids may also be modified or withdrawn in person by the Bidder or an authorized representative provided he can prove his identity and authority at any time prior to the opening of Bids. 14.3. Withdrawn Bids may be resubmitted up to the time designated for the receipt of Bids provided that they are then fully in conformance with these Instructions to Bidders. 15.0 OPENINGS OF BIDS. Bids will be opened and (unless obviously non -responsive) read aloud publicly as indicated in the Invitation to Bid. An abstract of the amounts of the Base Bids and major alternates (if any) will be made available after the opening of Bids. 16.0 BIDS TO REMAIN OPEN SUBJECT TO ACCEPTANCE. All Bids shall remain open for forty-five (45) days after the day of the Bid Opening, but OWNER may, in his sole discretion, release any Bid and return the Bid Security prior to that date. 17.0 AWARD OF CONTRACT. 17.1. OWNER reserves the right to reject any and all Bids, to waive any and all informalities not involving price, time or changes in the Work, to negotiate contract terms with the Successful Bidder, and the right to disregard all nonconforming, nonresponsive, unbalanced or conditional Bids. Also, OWNER reserves the right to reject the Bid of any Bidder if OWNER believes that it would not be in the best interest of the Project to make an award to that Bidder, whether because the Bid is not responsive or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by OWNER. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. 17.2. In evaluating Bids, OWNER will consider the qualifications of the Bidders, whether or not the Bids comply with the prescribed requirements, and such alternates, unit prices and other data, as may be requested in ev102007 Section 00100 Page 6 BID 7222 - Asphalt Overlay Page 13 of 266 Employee Training • Train applicable employees who perform utility replacement and construction activities on this written procedure. Information regarding how to avoid and report spills will be presented during the training. • Periodically conduct refresher training on the SOP for applicable employees who perform utility replacement and construction activities. Records The following records could be used to document activities performed: • Records of employee training with sign -in sheet. References Center for Watershed Protection, Municipal Pollution Prevention/Good Housekeeping Practices: Version 1.0, September 2008. City of Centennial SOP: Detention Pond Maintenance SOP, August 2007. City of Centennial SOP: Inlet, Pipe, and Vault Cleaning and Disposal SOP, August 2007. City of Centennial SOP: Drainageway Maintenance SOP, August 2007. City of Golden Stornuuater Drainage Maintenance Plan, February 2008. City of Greeley, Department of Public Works: Storrs Water Drainage Program, January 2008. City of Greeley, Department of Public Works: Ditch Program, No Date. City of Lafayette Standard Operating Procedure: Ditcli Cleaning, March 2009. City of Lafayette Standard Operating Procedure: Cleaning Storrs Drain System, March 2009. City of Lafayette Standard Operating Procedure: Manhole Cleaning, March 2009. City of Lafayette Standard Operating Procedure: Potable Line Flushing, March 2009. City of Lafayette Standard Operating Procedure: Sanitary sewer Backup, March 2009. City of Lafayette Standard Operating Procedure: Waterline Breaks, March 2009. Mesa County, Municipal Operations and Maintenance Program, July 2005. Partners for a Clean Environment, Storm Drain Maintenance, No date. Page 3 of 3 VN. �'-!: `.'.� ...:-.. a..vp.J:e�-.>�--. �-�i: ^' .tr. ..n eF .. 1'�Y<•.•n.. e. � .. .. 5 .. . '.i.:G 4�__ SR?.. City of Fort Collins Regulatory and Government Affairs Division City of F6rt Collins 11 _ Verification Originator Revised Approved Issued Initials Date LR Oct.09 ss 10119/09 v ro a tal to ar Operat g Pro e re OP ESOP —Power Washing (Pressure Washing) wastewater Persons who will use this ESOP: Area of application Document location: Revisions Rev. No. 001 002 ty staff ho perfor po er ash g a the r s pery sor a ager A var ety of ty epart e is perfor po er ash g he a ployee ho po er ashes a h s her s pery sor a ager II se the for at o th s OP to g e the r po er ash g a s pply p r has g a t v t es I A D v s o OPs OPs Date Description Procedure Index 1.0 Purpose 2.0 Scope 3.0 Process 4.0 Training Requirements 5.0 References/Related Documents 6.0 Records ev so ate 10 192009 Page 1 of 3 BID 7222 - Asphalt Overlay Page 257 of 266 City of Fort Collins Regulatory and Government Affairs Division City of F6rt Collins Verification Originator Revised Approved Issued Initials Date LR Oct.09 ss 10/19109 v ro e tal to ar Operat g Pro e re OP ESOP —Power Washing (Pressure Washing) wastewater 1.0 Purpose 1 1 he p rpose of th s OP s to es r e the appropr ate etho s of ha I g po er ash g aste ater 2.0 Scope 2 1 he s ope of th s OP s I to to the es r pt o of the allo a le etho s of the sposal of po er ash g aste ater a the prote to of the stor ra age syste the s ope Des of I e spe f so ho to po er ash 3.0 Process 31 Po er ash g aste ater st e preve to fro r g o trolle the ty's stor ater syste he syste I es streets lets g tters po s ree s t hes a the Po re ver D r g the po er ash g a t y ty e s re the aste ater s o trolle y the t I at o of the at ral slope of the la or arr ers s h as let overs se of arr ers o a per ea le s rfa a also re res that the aste ater a va a olle to a spose of properly 32 e eral poll to preve to pro a res A se ry etho s for s rfa e pre- lea g s has s g a sor e t o s all o I spots a s eep g p trash e r s rt a se a sor e t efore po er ash g B e the a o t of ater se r g po er ash g a t v t es Avo s g lea g pro is that o to ha ar o s s sta es e g by rofl or a rat a so by ro a lea h that a t r aste ater to ha ar o s aste 33 Pr or to po er ash g e e o o e of the follo g etho s of sposal D a s ape--po er ash g aste ater ay e s harge to la s ape areas f the ater als se a the ater al re ove are of har f I to vegetat o there s o po g a there s o o trolle r off to the stor ater syste aste ater treat e t syste -- As Io g as the olle to aste ater Des of have a o I shee has a p et ee 5 a 11 a oes of o to a y ha ar o s or to s sta es the aste ater ay e spose of to the ty's aste ater treat e t syste x If yo a a yth g to the ash ater a —a lea g age t or f yo have est o s a o t the o to t of yo r po er ash g aste ater ev s o ate Page 2 of 3 10 192009 BID 7222 - Asphalt Overlay Page 258 of 266 City of Fort Collins Regulatory and Government Affairs Division City of Verification Originator Revised Approved Issued Initials LR Date Oct.09 ss 10/19/09 v ro a tal to ar Operat g Pro e re OP ESOP —Power Washing (Pressure Washing) wastewater please o to t the str al pretreat e t off e at 221-6938 D sposal to the ty's aste ater treat e t syste ay e o e e ther y s harg g re tly to a s e ra or y p p tr at the Dra a aste ater treat e t fa I ty D spos g y p p tr re res a aste ha ler's per t o a 5 e t gallo fee II e harge or fee for at o or to o to a per t o to t the str al pretreat e t off eat 221-6938 r the aste to a ffere t aste sposal fa I ty 3 4 O e aste ater has ee olle to v s le sol s re a g the olle to area st e s ept p to preve t f t re s harges to the stor ra 3 5 A se er a hole over ay of e re ove for sposal to the aste ater syste 3 6 If yo are or g a area that s sery a y a a gh or g aste ater str t s has o th ort oll s a tat o or Bo el er t s e essaryto o to t that str is str al pretreat e t oor ator efore s harg g to the r syste 4.0 Training Requirements 4 1 he tra g re re e t asso ate th th s pro e re s o le ge of the proper a age e t of po er ash g aste ater 5.0 References / Related Documents 5 1 http phe state o s Per is t Polya a e po er ash P f 52 1 A v s o III t D s harge Progra o pla t ails press re ash g ty po er ash q q a e p f 6.0 Records . 6 1 he follo g re or s o I a se to o e t a t v t es perfor e • e or s of e ployee tra g th s g - sheet • st of po er ash g a t v t es a epart a is respo s le for o t g po er ash g ev so ate 10 192009 Page 3 of 3 BID 7222 - Asphalt Overlay Page 259 of 266 For More Information Vehicle Fueling a e Description A Tess Spills of gasoline and diesel fuel on the ground or on vehicles ty tate ! during fueling can wash into a storm drain and cause water Pho e ! pollution. e- at When services are contracted, this written procedure should be Possible Pollutants provided to the contractor so they have the proper operational etals procedures. In addition, the contract should specify that the y ro ar o s contractor is responsible for abiding by all applicable municipal, o s state and federal codes, laws, and regulations. Good Housekeeping Procedures Drp pa s General e o ary o to e t Fuel vehicles at approved locations (municipal fueling A to at sh toff o les station or offsite fueling station). g s Provide spill kits near the municipal fueling location. p II respo se pla s p II lea p ater als If fuel is stored in an above -ground tank, store fuel in enclosed, covered tanks with secondary containment Dry lea p ethos (e.g., concrete barrier or double -walled tanks). ployee tra g All fuel tanks will be inspected per State and Federal Related Procedures regulations. eavy p e t eh le a to a e Periodically inspect municipal fueling locations for the O t oor feet a to a e following: p II Preve t o a espo se • For above -ground tanks, inspect tank foundations, connections, coatings, tank walls, and piping systems. Look for corrosion, leaks, cracks, scratches, and other physical damage that may weaken the tank. • Check for spills and fuel tank overfills due to operator error. Clean up any leaks or drips. Clean up is not completed until the absorbent is swept up and disposed of properly. Report leaking vehicles to fleet maintenance. Pagel of 3 ID 7222 -Asphalt Overlay Pag 28 0 2 Vehicle Fueling • Follow all posted warnings. • Ensure that the nozzle is properly inserted in the filler neck of the vehicle before dispensing any fuel. Remain by the fill nozzle while fueling to ensure the nozzle stays in place. • Do not top off the tank of the vehicle once the nozzle has shut off the fuel. • Follow the procedures outlined in the Spill Prevention and Response Procedure to respond to any leaks or spills. • Clean fuel dispensing areas with absorbent material. • Never use water to clean up a spill. Mobile Fuel Truck • Provide inlet protection (e.g., berms, weighted inlet covers) for nearby storm drain inlets when transferring fuel and fueling a vehicle. • Use secondary containment when transferring fuel from the tank truck to the fuel tank. All gas cans must be placed in the secondary containment box/pan and remain on the ground when fueling. • Use a funnel to transfer fuel to vehicles and equipment. After the transfer is complete, the funnel should be dried with a rag or placed in a container to avoid dripping fuel on the ground. Employee Training • Train applicable employees who fuel vehicles on this written procedure. Information regarding how to avoid and report spills will be presented during the training. • Periodically conduct refresher training on the SOP for applicable employees who fuel vehicles. Records The following records could be used to document activities performed: • Records of employee training with sign -in sheet. References Center for Watershed Protection, Municipal Pollution Prevention/Good Housekeeping Practices: Version 1.0, September 2008. City of Centennial SOP: Vehicle Fneling, August 2007. City of Lafayette Standard Operating Procedure: Vehicle and Equiptnent Fueling, March 2009. Mesa County, Municipal Operation and Maintenance Progrann, July 4, 2005. USEPA Menu of B /lPs: Municipal Vehicle Fueling, cfpub.epa.gov/npdes/stormwater/menuofbmps/, accessed June 18, 2009. Page 2 of 3 Optional Additional Resources Municipal codes and ordinances that relate to vehicle fueling. Locations of approved offsite fueling stations. Locations of nearby spill kits. Spill Prevention Control and Countermeasures Plan. Page 3 of 3 -� Heavy Equipment and Vehicle For More Information a e ; Maintenance A ress ty tate i Description Pho e Regular maintenance of municipal vehicles and equipment, or e- at municipality -contracted vehicles and equipment prolongs the life f of the municipality's assets and prevents the leaking of hazardous Possible Pollutants fluids commonly associated with normal wear and tear of vehicles etals and equipment. o s Potential pollutants generated at vehicle maintenance facilities olve is egreasers pat th ers et include oil, antifreeze, brake fluid and cleaner, solvents, batteries and fuels. A t free e Bra e Fl a ra e pa st When services are contracted, this written procedure should be Battery a provided to the contractor so they have the proper operational procedures. In addition, the contract should specify that the otor o I contractor is responsible for abiding by all applicable municipal, el gasol a esel erose a state, and federal codes, laws, and regulations. r at g grease Good Housekeeping Procedures Maintenance activities should be performed inside a maintenance Dr p pa s building unless the equipment is too large to fit inside or arils temporary repairs need to be made before the equipment can be overe o t oor storage areas moved to the maintenance building. Consult the Outdoor Fleet e o ary o to e t Maintenance procedure when it is necessary to perform repairs Proper sposal of se fl s outside of the facility (breakdowns, service calls, etc.). pll lea p aterals Vehicle Storage Dry lea p etho s Monitor vehicles and equipment closely for leaks and ployee tra g use drip pans as needed until repairs can be Related Procedures performed. ateral torage 0 When drip pans are used, check frequently to avoid O t oor feet a to a e overtopping and properly dispose of fluids. p II Preve t o a espo se • Drain fluids from leaking or wrecked vehicles and treet eeper lea g a from motor parts as soon as possible. Dispose of fluids aste properly. eh le el g eh le ash g Page 1 of 4 Vehicle Maintenance • Conduct routine inspections of heavy equipment and vehicles to proactively identify potential maintenance needs. • Perform routine preventive maintenance to ensure heavy equipment and vehicles are operating optimally. • Recycle or dispose of all wastes properly and promptly. • Do not dump any liquids or other materials outside, especially near or in storm drains or ditches. Sweep and pick up trash and debris as needed. Body Repair and Painting • Whenever possible, conduct all body repair and painting work indoors. • Use dry cleanup methods such as vacuuming or sweeping to clean up all metal filings, dust, and paint chips from grinding, shaving, and sanding, and dispose of the waste properly. Debris from wet sanding can be allowed to dry overnight on the shop floor, then swept or vacuumed. Never discharge these wastes to the storm or sanitary sewer system. • Minimize waste from paints and thinners by carefully calculating paint needs based on surface area and using the proper sprayer cup size. • Do not use water to control over -spray or dust in the paint booth unless this wastewater is collected. This water should be treated and permission granted by the wastewater treatment plant prior to discharge into the sanitary sewer system. • Do not dispose of spray gun cleaner waste in the storm drain. • Use sanding tools equipped with vacuum capability (if available) to pick up debris and dust. Material Management • Store maintenance materials and waste containers (e.g., used oil and antifreeze) in labeled containers under cover or in secondary containment (e.g., double -walled tanks). Chemicals should not be combined in containers. • All hazardous wastes must be labeled and stored according to hazardous waste regulations. • Carefully transfer fluids from collection devices to designated storage areas as soon as possible. Do not store the transferred fluids adjacent to the containers (for example, oil drip pans with used oil in them should not be placed next to the used oil tank). Store new batteries securely to avoid breakage and acid spills. • Store used batteries indoors or in secondary containment to contain potential leaks. Recycle used batteries. • Conduct periodic inspections of storage areas to detect possible leaks. Page 2 of 4 Do not wash or hose down storage areas except where wash water will enter the sanitary sewer as an approved discharge. Use dry clean-up methods whenever possible. Keep lids on waste barrels and containers, and store them indoors or under cover to reduce exposure to rain. Periodically inspect and maintain all pretreatment equipment, including sumps, separators, and grease traps to ensure proper functioning. Parts Cleaning Use designated areas for engine, parts, or radiator cleaning. Do not wash or rinse parts outdoors. If parts cleaning equipment is not available, use drip pans or other containment to capture parts cleaning fluids. • Use steam cleaning or pressure washing of parts whenever possible instead of solvent cleaning. • When steam cleaning or pressure washing, only discharge wastewater to an oil/water separator connected to the sanitary sewer. • When using solvents to clean parts, rinse and drain parts over the designated solvent tank so that fluids will not drip or spill onto the floor. Use drip boards or pans to catch excess solutions and divert them back to the tank. Allow parts to dry over the hot tank. • Recycle cleaning solution when it becomes too dirty to use. Never discharge cleaning waste to the sanitary sewer or storm sewer. Vehicle and Equipment Washing Vehicles should be washed in the municipality's vehicle and equipment wash area/bay or taken to a commercial car wash. Employee Training • Train applicable employees who perform heavy equipment and vehicle maintenance on this written procedure. Information regarding how to avoid and report spills will be presented during the training. • Periodically conduct refresher training on the SOP for applicable employees who perform heavy equipment and vehicle maintenance. Records The following records could be used to document activities performed: • Record of any major spills and the action taken. • Records of employee training with sign -in sheet. • Heavy equipment and vehicle maintenance logs the Bid Form or prior to the Notice of Award. 17.3. OWNER may consider the qualification and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work as to which the identity of Subcontractors, Suppliers, and other persons and organizations is submitted as requested by OWNER. OWNER also may consider the operating costs, maintenance requirements, performance data and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Award. 17.4. OWNER may conduct such investigations as OWNER deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications and financial ability of the Bidder's proposed Subcontractors, Suppliers and other persons and organizations to do the Work in accordance with the Contract Documents to OWNER's satisfaction within the prescribed time. 17.5. If the Contract is to be awarded, it will be awarded to the lowest responsive and responsible Bidder whose evaluation by OWNER indicates to OWNER that the award will be in the best interest of the OWNER. Award shall be made on the evaluated lowest base bid excluding alternates. The basis for award shall be the lowest Bid total for the Schedule or, in the case of more than one schedule, for sum of all schedules. Only one contract will be awarded. 17.6. If the Contract is to be awarded, OWNER will give the Successful Bidder a Notice of Award within forty-five (45) days after the date of the Bid opening. 18.0 CONTRACT SECURITY. The General Conditions and the Supplementary Conditions set forth OWNER's requirements as to performance and other Bonds. When the Successful Bidder delivers the executed Agreement to the OWNER, it shall be accompanied by the required Contract Security. 19.0 SIGNING OF AGREEMENT. When OWNER gives a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Agreement with all other written Contract Documents attached. Within fifteen (15) days thereafter, CONTRACTOR shall sign and deliver the required number of counterparts of the Agreement and attached documents to OWNER with the required Bonds. Within ten (10) days thereafter, OWNER 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. ev102007 Section 00100 page 7 BID 7222 - Asphalt Overlay Page 14 of 266 References Center for Watershed Protection, Municipal Pollution Prevention/Good Housekeeping Practices: Version 1.0, September 2008. City of Centennial SOP: Vehicle and Equipment Storage SOP, August 2007. City of Centennial SOP: Vehicle Maintenance SOP, August 2007. City of Centennial SOP: Vehicle Washing SOP, August 2007. City of Golden. Fleet Maintenance Standard Operating Procedure, July 29, 2007. City of Lafayette Standard Operating Procedure: Vehicle and Equipment Maintenance Repair, March 2009. City of Lafayette Standard Operating Procedure: Vehicle and Equipment Washing, March 2009. Mesa County, Municipal Operation and Maintenance Program, July 4, 2005. Partners for a Clean Environment. Stornnoater Protection: Vehicle Repair. Spring 2009. USEPA Menu of BMP: Municipal Vehicle and Equipment Maintenance, cfpub.epa.gov/npdes/stormwater/menuofbmps/, accessed May 27, 2009. USEPA Menu of BMP: Municipal Vehicle and Equipment Washing, cfpub.epa.gov/npdes/stormwater/menuofbmps/, accessed May 27, 2009. Optional Additional Resources Municipal codes and ordinances that relate to vehicle and equipment maintenance. Chemical purchasing policies. Loading and unloading bulk materials. Guidelines for staff to dedicate a percentage of their time to vehicle and equipment maintenance. Specific directions on how to use the municipality's vehicle wash area. Spill Prevention Control and Countermeasures Plan. Page 4 of 4 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 rejected and reported to authorities as such. Your authorized signature of this Bid assures that such Bid is genuine and is not a collusive or sham Bid. 24.0 BID RESULTS. For information regarding results for individual Bids send a self- addressed, self -stamped envelope and a Bid tally will be mailed to you. Bid results will be posted in the Purchasing office seven (7) days after the Bid Opening. END OF SECTION ev102007 Section 00100 Page 8 BID 7222 - Asphalt Overlay Page 15 of 266 EXHIBIT 1 - REVISED BID SCHEDULE AS OF 4/1/2011 8. BID SCHEDULE Item No. Item Description Unit Contract Quantity Unit Cost Cost 403.03 HMA - Grading SX (20% RAP) TON 100 403.04 HMA - Grading S, 64-28 Modified Binder (20% RAP) TON 23,000 403.05 HMA - Grading S, 64-22 Binder (20% RAP) TON 15,000 403.06 HMA - Grading SG (20% RAP) TON 300 403.07 HMA - Hand Patching - Remove & Replace TON 4,350 403.08 HMA - Hand Patching>_l0" Remove & Replace TON 425 403.09 HMA - Paver Patching - Remove & Replace TON 100 420.01 Geotextile Paving Fabric SY 150,000 630.00 Construction Zone Traffic Control LS I Total Base Bid Cost Dollars and BID ALTERNATE I (Florsetooth Rd. - College Ave. to Timberline Rd.) Item No. Item Description Unit Contract uantity Unit Cost Cost 202.20 Grinding (planing) Surface Preparation 3" to 5" SY 74,000 630.00 Construction Zone Traffic Control LS I TOTAL COST Note: The quantities listed above are estimates colt. The Ciry of Fort Collins reserves the right to moth the quantities for anv or all items listed. IN ADDITION TO THE BID SCHEDULE PRICES FOR EACH 69IX DESIGN LISTED ABOVE, VENDORS NI UST SUB:viIT THE FOLLOWING COSTS FOR APRIL 2011: Asphalt Cement (PG 58-28) S /ton Asphalt Cement (PG 64-22) $ /ton Asphalt Cement (PG 64-28) $ /ton PRICE ADJUSTMENT FACTOR (See Specification Section 109): GR SX (PG 58-28) 20% RAP S /ton GR SX (PG 64-22) 20% RAP S /ton GR S (PG 58-28) 20% RAP S /ton GR S (PG 64-22) 20% RAP S /ton GR S (PG 64-28) 20% RAP S /ton GR SG (PG 58-28) 20% RAP S /ton GR SG (PG 64-22) 20% RAP $ /ton Addendum 2 Page 3 of 3 7222 Asphalt Overlay SECTION 00300 BID FORM BID 7222 - Asphalt Overlay Page 16 of 266 PROJECT: SECTION 00300 BID FORM Place Date 1. In compliance with your Invitation to Bid dated March 14 , 2011 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 ev102007 Section 00300 Page 1 BID 7222 - Asphalt Overlay Page 17 of 266 BID SCHEDULE Item No. Description Unit Contract Quantity Cost 109.00 Force Account -Asphalt Cement Cost Adjustment Estimate I S 400,000.00 202.10 Grinding (planing) Surface Preparation <3" SY 0 202.30 Grinding (planing) Surface Preparation 5" to 7" SY 0 202.40 Grinding (planing) Surface Preparation 7" to 9" SY 0 202.50 Taper Planing Adjacent to Gutter LF 0 202.60 Bobcat Style Milling <3" SY 100 202.70 Bobcat Style Milling - Additional Inch Thichness SY/ IN 200 203.10 Excavation - General Less Than 100 CY CY 25 203.20 Excavation - General Over 100 CY CY 0 203.30 Excavation - Muck: CY 25 203.40 Borrow - Less Than 100 Ton TON 50 203.30 Borrow - Over 100 Ton TON 0 203.60 Haul & Place Recycled Asphalt TON 0 203.70 Shouldering LF 0 208. 10 Rock Wattle LF 400 203.20 Crumb Rubber Wattle LF 300 208.30 Straw Bales EA 0 208.00 Silt Fence LF 0 210.00 Reset Mailbox EA 0 210.01 Adjust Valve Box EA 180 2I0.02 Adjust Valve Box with Ring EA 0 210.03 Adjust Valve Box -Tyler 6860 Series, Item R 69, Screw Type Ajustable Riser EA 6 210.04 Adjust and Replace Top Section of Valve Box EA 5 210.05 Tyler6850 Series, Item 58, 14" Valve Box Extension (Part Only) EA 2 210.06 Tyler 6860 Series, 16' Valve Box Top Section Without Lid (Part Only) EA 5 210.07 Tyler 6860 Series, 26" Valve Box Top Section without Lid (Pan Only) EA 3 210.08 IToW Valve Box Replacement, Tyler 6860 Series, 30" Bottom Section EA 4 210.09 Adjust Standard Manhole 524" EA UO 210.10 Adjust Special Manhole>24" EA 21 210.1I Adjust Manhole with Ring EA 0 210.12 Adjust Manhole with Ring w/Lochs S24" dia, S 3" height EA 15 210.13 Adjust \Manhole with Ring w/Locks! 24" dia, > 3" height EA 15 210.14 Adjust \Manhole with Ring w/Locks>24" etia, <_ 3" height EA 12 210.15 Adjust Manhole with Ring w/Locks>24" dia,> 3" height EA 0 306.01 Subgrade Preparation SY 0 306.02 Asphalt Recycling 5-10" SY 0 307.10 Class C Ffv Ash Delivered & Spread 12" Depth 6b,, 100,6 TON 0 307.20 Stabilize Subgrade - TdIed, Watered, & Compacted SY 0 ev 10 20 07 Section 00300 Page 2 Page 18 of 266 BID 7222 - Asphalt Overlay 0 Item No. Description Unit Contract Quantity Cost 403.01 HNLA -Grading SX Paddng Lot Ovctiay TON 0 403.02 H\MA -Grading SX Bac4:ettadl Court TON 0 403.03 HMA -Grading SX (20% RAP) TON 0 403.04 HNL4 -Grading S, 64-28 Modified Buider (20% RAP) "CON 23,000 ,103.05 HNI A - Grading S, 64-22 Bindcr (20% RAP) TON 15,000 403.06 HMA - Grading SG (2006 RAP) TON 300 403.07 HMA - hand Patching - Remove & Replace TON 4,350 403.08 HlvLA - Hand Patching >_ 10" Remove R Replace TON 425 403.09 1HIMA - Paver Patching - Remove & Replace TON 100 420.01 Geotartile Paving Fabric SY 150,000 Total Base Bid Cost In Words: S BID AhrERNATE t 202.20 Grinding (planing) Surface Preparation 3" to 5" SY 74,000 TOTAL COST Note: The quantities listed above are estimates onli� The City ofFort Collins ruserves the right to modify ihequantities far any or all items listed. IN ADDITION TO THE BID SCHEDULE PRICES FOR EACH bILY DESIGN LISTED ABOVE, VENDORS MUST SUBDQT THE FOLLOWING COSTS FOR APRIL 2011: Asphalt Cement (PG 58-28) Asphalt Cement (PG 64-22) Asphalt Cement (PG 64-28) PRICE ADJUSTN7ENT FACTOR (See Specification Section 109): OR 5X (PU 5S-28) 20% RAP GR SX (PG 64-22) 20% RAP GR S (PG 58-28) 204/0 RAP GR 5 (PG 64-22) 20010 RAP GR S (PG 6=4-28) 20% 1LAP GR SG (PG 58-28) 20% RAP PRICES $ /ton $ /ton /ton $ /ton $ /ton $ /ton $ _ /ton The foregoing prices shall include all labor, materials, transportation, shoring, removal, dewatering, overhead, profit, insurance, etc., to cover ev 10 20 07 BID 7222 -Asphalt Overlay Section 00300 Page 3 Page 19 of 266 the complete Work in place of the several kinds called for. Bidder acknowledges that the OWNER has the right to delete items in the Bid or change quantities at his sole discretion without affecting the Agreement or prices of any item so long as the deletion or change does not exceed twenty-five percent (25%) of the total Agreement Price. RESPECTFULLY SUBMITTED: CONTRACTOR I:l'il Signature Title License Number (If Applicable) (Seal - if Bid is by corporation) Attest: Address Telephone Email Date ev102007 Section 00300 Page 4 BID 7222 - Asphalt Overlay Page 20 of 266 SECTION 00400 SUPPLEMENTS TO BID FORMS 00410 Bid Bond 00420 Statement of Bidder's Qualifications 00430 Schedule of Subcontractors SECTION 00410 ev 10 20 07 Section 00410 Page 1 BID 7222 - Asphalt Overlay Page 21 of 266 BID BOND KNOW ALL MEN BY THESE PRESENTS: that we, the undersigned as Principal, and as Surety, are hereby held and firmly bound unto the City of Fort Collins, Colorado, as OWNER, in the sum of $ for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, successors, and assigns. THE CONDITION of this obligation is such that whereas the Principal has submitted to the City of Fort Collins, Colorado the accompanying Bid and hereby made a part hereof to enter into a Construction Agreement for the construction of Fort Collins Project, 7222 Asphalt Overlay. 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. ev to 20 07 Section 00410 Page 2 BID 7222 - Asphalt Overlay Page 22 of 266 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. Name: Address: By: Title: ATTEST: By: PRINCIPAL By: Title: C16T3VW4 (SEAL) ; (SEAL) ev102007 Section 00410 Page 3 BID 7222 - Asphalt Overlay Page 23 of 266 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. ev102007 Section 00420 Page 1 BID 7222 - Asphalt Overlay Page 24 of 266 11. List the more important projects recently completed by your company, stating the approximate cost of each, and the month and year completed, location and type of construction. 12. List your major equipment available for this contract. 13. Experience in construction Work similar in importance to this project: 14. 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 Work under Contract? If yes, what percent of total contract? and to whom? 20. Are any lawsuits.pending against you or your firm at this time?_ IE yes, DETAIL ev102007 Section 00420 Page 2 BID 7222 - Asphalt Overlay Page 25 of 266 What this Fart Collins Purchasing ADDENDUM No. 1 SPECIFICATIONS AND CONTRACT DOCUMENTS Description of BID 7222 Asphalt Overlay OPENING DATE: 3:00 PM (Our Clock) April 5, 2011 Financial Services Purchasing Division 215 N. Mason St. 2"" Floor PO Box 580 Fort Collins, CO 80522 970.221.6775 970.221.6707 fcgov.com/Purchasing To all prospective bidders under the specifications and contract documents described above, the following changes and additions are hereby made: 1. Delete pages 193 through 226 which refer to concrete. 2. All line item prices shall include all traffic control as part of the unit price for the Work. Please review the contract maps for roads scheduled for repair in 2011. In the event a change occurs between the proposed and actual streets to be repaired the line item price may be increased Wor decreased based on the road classification and negotiations. Exhibit 1 — Revised Bid Schedule Exhibit 2 — Revised Page 153: Revision of SECTION 208 Erosion Control Exhibit 3 — Revised Section 02500 Quantity Estimate Please contact John Stephen, CPPO, LEED AP, Senior Buyer at (970) 221-6777 or jstephen@fcgov.com with any questions regarding this addendum. RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN RECEIVED. Addendum 1 Page 1 of 11 7222 Asphalt Overlay 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 Name of Bidder By: Title: State of County of this 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 ev102007 Section 00420 Page 3 BID 7222 - Asphalt Overlay Page 26 of 266 SECTION 00430 SCHEDULE OF SUBCONTRACTORS List all subcontractors for the work items listed below and all subcontractors performing over 150 of the contract. b*43i4l BID 7222 - Asphalt Overlay R 011:1010) z Y W.i sT4110) 0 Section 00430 Page 1 Page 27 of 266 SECTION 00500 AGREEMENT FORMS 00510 Notice of Award 00520 Agreement 00330 Notice to Proceed BID 7222 - Asphalt Overlay Page 28 of 266 SECTION 00510 NOTICE OF AWARD Date: TO: PROJECT: 7222 Asphalt Overlay 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 7222 Asphalt Overlay. 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 1 20 1. You must deliver to the OWNER three (3) fully executed counterparts of the Agreement including all the Contract Documents. Each of the Contract Documents must bear your signature on the cover of the page. 2. You must deliver with the executed Agreement the Contract Security (Bonds) as specified in the Instructions to Bidders, General Conditions (Article 5.1) and Supplementary Conditions. Failure to comply with these conditions within the time specified will entitle OWNER to consider your Bid abandoned, to annul this Notice of Award and to declare your Bid Security forfeited. Within ten (10) days after you comply with those conditions, OWNER will return to you one (1) fully -signed counterpart of the Agreement with the Contract Documents attached. By: City of Fort Collins OWNER James B. O'Neill, II, CPPO, FNIGP Director of Purchasing & Risk Management Section 00510 Page 1 BID 7222 - Asphalt Overlay Page 29 of 266 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 7222 Asphalt Overlay and is generally described in Section 01010. ARTICLE 2. ENGINEER The Project has been designed by City of Fort Collins Streets 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 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-U as published by the Colorado State Planning and Budget Office as a guide. 3.2 The Work shall be Substantially Complete within one hundred fifty (150) calendar days after the date when the Contract Times commence to run as provided in the General Conditions and completed and ready for Final Payment and Acceptance in accordance with the General Conditions within five (5) calendar days after the date when the Contract Times commence to run. 3.3. Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not completed within the times specified in paragraph 3.1. above, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. They also recognize the delays, expenses and difficulties involved in proving in a legal proceeding the actual loss suffered by OWNER if the Work is not completed on time. Accordingly, instead of requiring any such proof, OWNER Section 00520 Page 1 BID 7222 - Asphalt Overlay Page 30 of 266 and CONTRACTOR agree that as liquidated damages for delay (but not as penalty) CONTRACTOR shall pay OWNER the amounts set forth hereafter. 1) Substantial Completion: One Thousand Dollars ($1,000.00) for each calendar day or fraction thereof that expires after the one hundred fifty (150) calendar day period for Substantial Completion of the Work until the Work is Substantially Complete. 2) Final Acceptance: After Substantial Completion, Five Hundred Dollars ($500.00) for each calendar day or fraction thereof that expires after the five(5) calendar day period for Final Payment and Acceptance until the Work is ready for Final Payment and Acceptance. ARTICLE 4. CONTRACT PRICE 4.1. OWNER shall pay CONTRACTOR for performance of the Work in accordance with the Contract Documents in current funds as follows: ($ ), $ 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. 90% of the value of Work completed until the Work has been 50% completed as determined by ENGINEER, when the retainage equals 5% of the Contract Price, and if the character and progress of the Work have been satisfactory to OWNER and ENGINEER, OWNER on recommendation of ENGINEER, may determine that as long as the character and progress, of the Work remain satisfactory to them, there will be no additional retainage on account of Work completed in which case the remaining progress payments prior to Substantial Completion will be in an amount equal to 100% of the Work completed. 90% of materials and equipment not incorporated in the Work (but delivered, suitably stored and accompanied by documentation satisfactory to OWNER as provided in Section 00520 Page 2 BID 7222 - Asphalt Overlay Page 31 of 266 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 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 Section 00520 Page 3 BID 7222 - Asphalt Overlay Page 32 of 266 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 7.2.2Certificate 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: N/A 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. 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 Section 00520 Page 4 BID 7222 - Asphalt Overlay Page 33 of 266 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. Section 00520 page 5 BID 7222 - Asphalt Overlay Page 34 of 266 OWNER: CITY OF FORT COLLINS CONTRACTOR: By: DARIN ATTEBERRY CITY MANAGER Date: By: JAMES B. O'NEILL II, CPPO, FNIGP DIRECTOR OF PURCHASING & RISK MANAGEMENT Date: Attest: City Clerk Address for giving notices: P. 0. Box 580 Fort Collins, CO 80522 Approved as to Form Assistant City Attorney By: Title:- Date: — Attest: (CORPORATE SEAL) Address for giving notices: LICENSE NO.: JAMES B. O'NEILL II, CPPO, FNIGP DIRECTOR OF PURCHASING AND RISK MANAGEMENT Section 00520 Page 6 BID 7222 - Asphalt Overlay Page 35 of 266 8. BID SCHEDULE ALI, BELOW LINE ITEM PRICES SHALL INCLUDE TRAFFIC CONTROL AS PART OFTHE UNIT PRICE FOR THE WORK. REVIEW THE CONTRACTMAPS FOR STREETS SCHEDULED FOR REPAIR IN 2011 Item No. Item Description Unit Contract Quantity Unit Cost Cost 109.00 Force Account - Asphalt Cement Cost Adjustment Estimate N/A N/A $320,000.00 202.10 Grinding (planing) Surface Preparation <3" SY 1,000 202.30 Grinding (planing) Surface Preparation 5" to 7" SY 2,000 202.40 Grinding (planing) Surface Preparation 7" to 9" SY 2,500 202.50 Taper Planing Adjacent to Gutter LF 500 202.60 Bobcat Style Milling < 3" SY 100 202.70 Bobcat Style Milling - Additional Inch Thickness SY/ IN 200 203.10 Excavation - General Less Than 100 CY CY 25 203.20 Excavation - General Over 100 CY CY 15 203.30 Excavation - Muck CY 25 203.40 Borrow - Less Than 100 Ton TON 50 203.50 Borrow - Over 100 Ton TON 25 203.60 Shouldering LF 400 208.10 Rock Wattle LF 400 208.20 Crumb Rubber Wattle LF 300 208.30 Straw Bales EA 10 208.40 Silt Fence LF 100 210.00 Reset Mailbox EA 1 210.01 Adjust Valve Box EA 180 210.02 Adjust Valve Box with Ring EA 10 210.03 Adjust Valve Box -Tyler 6860 Series, Item R 69, Screw Type Adjustable Riser EA 6 210.04 Adjust and Replace Top Section of Valve Box EA 5 210.05 Tyler 6850 Series, Item 58, 14" Valve Box Extension (Part Only) EA 2 210.06 Tyler 6860 Series, 16" Valve Box Top Section Without Lid (Part Only) EA 5 210.07 Tyler 6860 Series, 26" Valve Box Top Section Without Lid (Part Only) EA 3 210.08 Total Valve Box Replacement, Tyler 6860 Series, 30" Bottum Section EA 4 210.09 Adjust Standard Manhole <24" EA 130 210.10 Adjust Special Manhole>24" EA 21 210.11 Adjust Manhole with Ring EA 1 210.12 Adjust Manhole with Ring cv/Locks <24" dia, <3" height EA 15 210.13 Adjust Manhole with Ring w/Locks <24" dia, > 3" height EA 15 210.14 Adjust Manhole with Ring w/Locks >24" dia, < 3" height EA 12 210.15 Adjust Manhole with Ring w/Locks>24" dia,> 3" height EA 2 306.01 Subgmde Preparation SY 50 306.02 Asphalt Recycling 5-10" SY 100 307.10 Class C Fly Ash Delivered & Spread 12" Depth @ 10% TON 250 Addendum 1 Page 2 of 11 7222 Asphalt Overlay Section 00520 Page 7 BID 7222 - Asphalt Overlay Page 36 of 266 SECTION 00530 NOTICE TO PROCEED Description of Work: 7222 Asphalt Overlay 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 20 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: Section 00530 Page 1 BID 7222 - Asphalt Overlay Page 37 of 266 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 BID 7222 - Asphalt Overlay Page 38 of 266 SECTION 00610 PERFORMANCE BOND :09.ICTI 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,7222 Asphalt Overlay. 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. ev102007 Section 00610 Page 1 BID 7222 - Asphalt Overlay Page 39 of 266 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. ev102007 Section 00610 Page 2 BID 7222 - Asphalt Overlay Page 40 of 266 SECTION 00613 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, 7222 Asphalt Overlay. 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. ev102007 Section 00615 Page 1 810 7222 - Asphalt Overlay Page 41 of 266 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: Principal (Corporate Seal) IN PRESENCE OF: IN PRESENCE OF: (Surety Seal) By: (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. ev102007 Section 00615 Page 2 BID 7222 - Asphalt Overlay Page 42 of 266 SECTION 00630 CERTIFICATE OF INSURANCE CONTRACTOR shall insert his own standard form for Certificate of Insurance. ev 10 20 07 Section 00630 Page 1 BID 7222 - Asphalt Overlay Page 43 of 266 SECTION 00635 CERTIFICATE OF SUBSTANTIAL COMPLETION TO: CITY OF FORT COLLINS (OWNER) DATE OF SUBSTANTIAL COMPLETION: PROJECT TITLE:7222 Asphalt Overlay PROJECT OR SPECIFIED PART SHALL LOCATION: Fort Collins, Colorado INCLUDE: OWNER: City of Fort Collins CONTRACTOR: CONTRACT DATE: The Work performed under this contract has been inspected by 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 AUTHORIZED REPRESENTATIVE REMARKS: ev102007 Section 00635 Page 1 BID 7222 - Asphalt Overlay Page 44 of 266 DATE 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, 7222 Asphalt Overlay. 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 , 20 In conformance with the Contract Documents for this project, your obligations and guarantees will continue for the specified time from the following date: 20 Sincerely, OWNER: City of Fort Collins By: Title: ATTEST: Title: ev102007 Section 00640 Page 1 BID 7222 - Asphalt Overlay Page 45 of 266 S. BID SCHEDULE Item No. Item Description Unit ContractQuantity Unit Cost Cost 307.20 Stabilize Subgrade - Tilled, Watered, & Compacted SY 6,000 403.01 HMA - Grading SX Parking Lot Overlay TON 100 403.02 HMA - Grading SX Basketball Court TON 25 403.03 HMA - Grading SX (20% RAP) TON 100 403.04 HMA - Grading S, 64-28 Modified Binder (20% RAP) TON 23,000 403.05 HMA - Grading S, 64-22 Binder (20% RAP) TON 15,000 403.06 HMA - Grading SG (20% RAP) TON 300 403.07 HMA - Hand Patching - Remove & Replace TON 4,350 403.08 HMA - Hand Patching 2:10" Remove & Replace TON 425 403.09 HMA - Paver Patching - Remove & Replace TON 100 420.01 Geotextile Paving Fabric SY 150,000 Total Base Bid Cost Dollars and Cents BID ALTERNATE ( (Horsetooth Rd. - College Ave. to Timberline Rd.) Item No. Item Description Unit Contract Quantity Unit Cost Cost 202.20 Grinding (planing) Surface Preparation 3" to 5" SY 74,000 TOTAL COST Note: The quantities listed above are estimates only. The City of Fort Collins reserves the right to moth the quantities for rim, or till items listed. IN .A1)1)ITION TO THE BID SCHEDULE PRICES FOR EAC11 iNIIX DESIGN LISTED ABOVE, VENDORS N1US'r SUBtNIIT THE FOLLOWING COSTS FOR APRIL 2011: Asphalt Cement (PG 58-28) Asphalt Cement (PG 64-22) Asphalt Cement (PG 64-28) PRICE ADJUSTNIENT FACTOR (See Specification Section 109): GR SX (PG 58-28) 20% RAP GR SX (PG 64-22) 20% RAP GR S (PG 58-28) 20% RAP GR S (PG 64-22) 20% RAP GR S (PG 64-28) 20% RAP GR SG (PG 58-28) 20% RAP GR SG (PG 64-22) 20% RAP' /ton /ton /ton S /ton S /to a S /ton S /ton S S /ton S /ton Addendum 1 Page 3 of 11 7222 Asphalt Overlay SECTION 00650 LIEN WAIVER RELEASE (CONTRACTOR) TO: City of Fort Collins, Colorado (OWNER) FROM: PROJECT:7222 Asphalt Overlay (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 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. ev102007 Section 00650 Page 1 BID 7222 - Asphalt Overlay Page 46 of 266 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 CONTRACTOR By: Title: ATTEST: Secretary STATE OF COLORADO ) )ss. COUNTY OF LARIMER ) Subscribed and sworn to before me this 20 , by Witness my hand and official seal. My Commission Expires: Notary Public day of 20 ev102007 Section 00650 Page 2 BID 7222 - Asphalt Overlay Page 47 of 266 SECTION 00660 CONSENT OF SURETY TO: City of Fort Collins, Colorado (hereinafter referred to as the "OWNER") CONTRACTOR: PROJECT: 7222 Asphalt Overlay 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) By ATTACH: Power of Attorney and Certificate of Authority of Attorney(s)-in- Fact. ev102007 Section 00660 Page 1 BID 7222 - Asphalt Overlay Page 48 of 266 SECTION 00670 Section 00670 Page 1 BID 7222 - Asphalt Overlay Page 49 of 266 DR 0172 (12/98) COLORADO DEPARTMENT OF REVENUE DENVER CO 80261 (303) 232-2416 CONTRACTOR APPLICATION FOR EXEMPTION CERTIFICATE Pursuant to Statute Section 39-26.114(1)(a)(XIX) DO NOT WRITE IN THIS SPACE The exemption certificate for which you are applying must be used only for the purpose of purchasing construction and building materials for the exempt project described below. This exemption does not include or apply to the purchase or rental of equipment, supplies, and materials which are purchased, rented, or consumed by the contractor and which do not become part of the structure, highway, road, street, or other public works owned and used by the exempt organization. Any unauthorized use of the exemption certificate will result in revocation of your exemption certificate and other penalties provided by law. A separate certificate is required for each contract. Subcontractors will not be issued Certificates of Exemption by the Department of Revenue. It is the responsibility of the prime contractor to issue certificates to each of the subcontractors. (See reverse side). FAILURE TO ACCURATELY COMPLETE ALL BOXES WILL CAUSE THE APPLICATION TO BE DENIED. Registradon/Account No. (to be assigned by DOR) period 0170-750 (999) $0.00 89 - CONTRACTOR (INFORMATION Trade name/DBA: Owner, partner, or corporate name: Mailing address (City, State, Zip): Contact Person E-Mail address: Federal Employer's Identification Number: Bid amount for your contract: $ Fax Number. ( ) Business telephone number: Colorado withholding tax account number. Copies of contract,oragreement pages (1) identifying the contracting parties EXEMPTION. INFORMATION and (2) containing signatures:of contracting parties ,must.be. attached. Name of exempt organization (as shown on contract): Exempt organ ization's number: 98 - Address of exempt organization (City, State, Zip): Principal contact at exempt organization: Principal contact's telephone number: Physical location of project site (give actual address when applicable and Cities and/or County (ies) where project is located) Scheduled Month Day Year Estimated Month Day Year construction start date: completion date: 1 declare under penalty of perjury in the second degree that the statements made in this application are true and complete to the best of my knowledge. Signature of owner, partner or corporate officer: Title of corporate officer: Date: DO NOT WRITE BELOW THIS LINE Section 00670 Page 2 BID 7222 - Asphalt Overlay Page 50 of 266 Special Notice Contractors who have completed this application in the past, please note the following changes in procedure: The Department will no longer issue individual Certificates of exemption to subcontractors. Only prime contractors will receive a Contractor's Exemption Certificate on exempt projects. Upon receipt of the Certificate, the prime contractor should make a copy for each subcontractor involved in the project and complete it by filling in the subcontractor's name and address and signing it. The original Certificate should always be retained by the prime contractor. Copies of all Certificates that the prime contractor issued to subcontractors should be kept at the prime contractor's place of business for a minimum of three years and be available for inspection in the event of an audit. Once an 89# has been assigned to you, please use the next five numbers following it for any applications submitted for future projects. This should be your permanent number. For instance, if you were assigned 89-12345-0001, every application submitted thereafter should contain 89-12345 on the application. The succeeding numbers will be issued by the Department of Revenue. DO NOT enter what you believe to be the next in sequence as this may delay processing of your application. Section 00670 Page 3 BID 7222 - Asphalt Overlay Page 51 of 266 SECTION 00700 GENERAL CONDITIONS BID 7222 - Asphalt Overlay Page 52 of 266 GENERAL CONDITIONS CONSTRUCTION CONTRACT These GENERAL CONDITIONS have been developed by using the STANDARD GENERAL. CONDITIONS OF THE CONSTRUCTION CONTRACT prepared by the Engineers Joint Contract Documents Committee, EJCDC No. 1910-8 (1990 Edition), as a base. Changes to that document are shown by underlining test that has been added and striking through test that has been deleted. EJCDC GENERAL. CONDITIONS 1910-3 (1990 EDITION) WITH CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) BID 7222 - Asphalt Overlay Page 53 of 266 Article or Paragraph Number & ,ride TABLE OF CONTENTS OF GENERAL. CONDITIONS Page Article or Paragraph Number Number& -Title DEMI T IONS......................................................I IA Addenda.............................................1 12 Agreement..........................................J 1.3 Application for Payment.......................1 1.4 Asbestos 1 1.5 Bid .................................................... 1 1.6 Bidding Documents .............................. I. 1.7 Bidding Requirements .........................1 1.3 Bonds.................................................I 1.9 Change Order .... .................. ................1 1.10 Contract Documents .............................. I LI! Contract Price, 1.12 Contract Times 1.13 CONTRACTOR I 1.14 defwlive.............................................1 1.15 Drawings............................-..............1 1.16 Effective Date of the Agreement...___.,_ 1 1.17 ENGENEER........................................1 1.18 ENGINIER'sConsultant ....................... 1 1.19 Field Order.. .............. _ ....................... 1 1.20 General Requirements ......................... 2 I21 Hazardous Waste ................................. 2 122.a Laws and Regulations; Laws or Regulations.......................................2 I-22.b Legal Holidays .................................... 2 1.23 Liens ................................................:. 2 1,24 \Milestone............................................2 125 Notice of Award 1.26 Notice to Proceed ................................. 2 1.27 DINER ..............................................'- 1.23 Partial Utilization:2 1.29 PCBs .......................... ........... .......... ...' 130 Petroleum2 1.31 Project .... ......----....._._..._..2 1.32.a ................. Radioactive Material I 1.32.b Regular Working Hours ........................'_ 1.33 Resident Project Representative...,,,--.,. 1.34 Samples .................................. 1.35 Shop Drawings .................... I ........ ._....2 1.36 Specifications„ ............................... 1.37 Subcontractor �2 1.33 Substantial Completion 1.39 ............ Supplementary Conditions ..................2 1.40 Supplier .................................... .... ...... 2 1.41 Underground Facilities .............. ....... 2-3 1.42 Unit Price Work..................................3 1,43 Work..................................................3 1.44 Work Change Directive ............. ....... _.3 1.45 Written Amendment .............................. 3 Page Number PRELI2vM,JARY 14OTTERS................................3 2.l Delivery of Bonds, ............................ 3 2.2 Copies of Documents ........................3 2.3 Commencement of Contract Times; Notice to Proceed, 2.4 Starting the Work ............................3 2.5-2.7 Before Starting Construction; CONTRACTORS Responsibility to Rcport; Preliminary SchedilcT, Delivery of Certificates of Insurance .................................. 3-4 2.8 Preconstructldn Conference 4 2.9 Initially Acceptable Schedules, .......... 4 CONTRACT DOCUMENTS: INTENT, AIMEMMNG, REUSE .......................................... t 3. I -3.2 Intent..... _ ................................. _.... t 3.3 Reference to Standards and Speci- fications of Technical Societies; Reporting and Resolving Dis- crepancies ................................. 4-5 3.4 Intent of Certain 'terms or Adjectives .... .. ............................. 5 3.5 Amending Contract Docunents......... 5 3.6 Supplementing Contract Documents ................................... 5 3.7 Reuse of Documents .........................5 AVAILABILITY OF LANDS; SUBSURFACE A2\D PHYSICAL CONDITION'S REFERENCE POINTS,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, 5 4.1 Availability of Lands,,,,,,,,,,,,,,,,,,,,, 4.2 Subsurface and Phvsical Conditions. - -- -- ..................6 4.2.1 Reports and Drawings. ..................... 4.2.2 Limited Reliance byCONFRAC- TOP Authorized; Technical Data............................................ 6 4.2.3 Notice of Differing Subsurface or Physical Conditions,,,,,,,,,,,,,,,,,,.6 4.2.4 N ENGEF.Rs Review .......................¢ 4.2.5 Possible Contract Documents Change....... ............ .....................6 4.2.6 Possible Price and Times Adjustments ........._....................6-7 4.3 Physical Condtions--Underground Facilities....................................... 7 4.3.1 Shown or Indicated,..___...................7 4.3.2 Not Shown or Indicated 7 4.4 Reference Points ......................... I...... 7 E1COC G:\ERAL CONDMONS 1910.3 (1990 EDITION) w/ CITY OF FORT COLLLNS SIODIFICATLO?IS (RF.V 9/99) BID 7222 - Asphalt Overlay Page 54 of 266 Article or Paragraph Page Article or Paragraph Page Number &-ride Number Number &Title Number 4.5 Asbestos PCBs, Petroleum, Hazardous Waste or Radioactive Material7.8 BONDS r4W INSURANCE ................................. 8 5.1-5.2 Performance, Payment and Other Bonds.............................................. S 5.3 Licensed Sureties and Insurers; Certificates of Insurance8 5A CONTRACTOR's Liability Insurance ...................................... 9 ..,.._„ 5.5 OtVNER's Liability Insurancq,,,...., 9 5.6 Property Insurance ........................ J-10 5.7 Boiler and Machinery or Addi- tional Property Insurance ............... 10 5.8 Notice of CancellationProtision 10 5.9 CONfRACTOR'sResponsibility for Deductible Amounts .................... 10 5.10 Other Special Insurance....... I..............10 5.11 Waiver of Rights................................11 5.12-5.13 Receipt and Application of Insurance Proceeds ...................... 10-I1 5.14 Acceptance of Bonds and Insu- ance; Option to Replace....................11 5.15 Partial Utilization --Property Insurance .............:....................:..... 11 CONrR.ACrOR'S RESPONSIBILITIES ...............11 6.1-6.2 Supervision and Superintendence,,.,,., 11 63-6.5 Labor, Materials and Equipment.._ I1-12 6.6 Progress Schedule..............................12 6.7 Substitutes and "Or -Equal" Items; CONTRACTOR's Expense; Substitute Construction Methods or Procedures; ENGINF.ER's Evaluation ............. 12-13 6.8-6.11 Concerning Subcontractors. Suppliers and Others; Waiver of Rights .........................13-14 6.12 Patent Fees and Royalties...................14 6.13 Permits ............................................. 14 6.14 Laws and Regulations ........................ 14 6.15 Taxes ........................................... 14-15 6.16 Use of Premises ................................. 15 6.17 Site Cleanliness ................................. 15 6.18 Safe Structural Loading,,,,,,,,,,,,,,,,,,,,, l5 6.19 Record Documents .............................. 15 6.20 Safetyand Protection_„ ................. 15-I6 6.21 Safety Representative ......................... 16 6.22 Hazard Communication Programs,..,.. 16 6.23 Emergencies.....................................16 6.24 Shop Drawings and Samples..............16 6.25 Submittal Ptoceedures; CON- TRACTOR's Review Prior to Shop Drawing or Sample Submittal .................................... 16 6.26 Shop Drawing & Sample Submit- tals Review by ENGLNEER .....16-17 6.27 Responsibility for Variations From Contract Documents ............ 17 6.28 Related Work Performed Prior to ENG[NEER's Review and Approval of Required Submittals 17 6.29 Continuing the Work.....................l7 6.30 CONTRACTOR's General Warranty and Guarantee..............17 6.31-6.33 Indemnification 17-13 6.34 Survival of Obligations... ....... I ..... , J3 OTTIER WORK.........................I.......................1 S 7.1-7.3 Related Work at Site IS 7.4 Coordination, ............ .................... is OWNER'S RESPONSIBILITIES ) S 8.1 Communications to CON- TRACTOR ................................. l8 8.2 Replacement of ENGENEER............ IS 3.3 Furnish Data andPay Promptly When Due .................................. 13 8.4 Lands and Easements; Reports and Tests18-19 8.5 Insurance 19 8.6 Change Orders ............................... 19 8.7 Inspections, Tests and Approvals ...................................19 8.8 Stop or Suspend Work; Terminate CONTRACTOR. Services ...................................... 19 3.9 Limitations on OWNER'S Responsibilities., ........... ....... _....19 8.10 Asbestos, PCBs, Petroleum, Hazardous Waste or Radioactive Material.._. 3.11 Evidence of Finaneal Arrangements ............................ 19 ENGINEER'S STATUS DURING CONSTRUCTION ............................. _..............19 9.1 01VNER's Representative 19 9.2 Visits to Site.._„.,.,__ 19 93 Project Representative ............... 19-21 9A Clarifications and Interpre- tat ions........................................:21 9.5 Authorized Variations in Pork 21 E1CDC GENERAL CONDrr1oNS 1910-5 (1990 EDITION w1 CITY OF FORT COLLINS NODIFLCATIONS iREV 9I9% BID 7222 - Asphalt Overlay Page 55 of 266 REVISION OF SECTION 208 EROSION CONTROL Maintenance The contractor shall continuously maintain all erosion and sediment control features so that they function properly during site construction. See Detail SC-5 contained herein. All inlet filters shall be inspected and repairs made after each runoff event. Sediments shall be removed when one half the design depth has been fulled. Removed sediments shall be deposited in an area tributary to a sediment basin. Sediments shall be removed immediately from the traveled way of roads and streets. METHOD OF MEASUREMENT Subsection 208.07 is revised to include the following: Payment will be made by the lineal foot for inlet protection at each location within the area as required by the City Representative. When work begins in a new area, an additional payment will be made for protection of the inlet locations in the new area designated by the City Representative. The length shall be sufficient to protect the opening and sides of the inlet grate. A maximum of four (4') lineal foot additional to the opening width shall be paid. Excessive lengths shall not be paid. When a protection device is installed at a new location, whether the protection device is new or has been relocated, an additional lineal foot payment will be made for the protection of the location. I. Inlet protection shall include sufficient length to protect around the perimeter ofthe grate on a standard size inlet opening. A protection device shall be installed on the down hill side of the truck washout area and shall be considered incidental to the work and not be paid for separately. Excavation required for removal of accumulated sediment from traps, basins, and other clean out excavation of accumulated sediment, and the disposal of such sediment, shall be considered incidental to the work. Street sweeping will not be measured or paid for separately but shall be incidental to the work. Erosion control measures used during saw cutting are considered incidental to all saw cutting operations and shall not be paid for separately. BASIS OF PAYMENT Subsection 208.08 is revised to include the following: Payment will be made under: Pay Item Unit 208.10 Rock Wattle 208.20 Crumb Rubber Wattle 208.30 Straw Bales 208.40 Silt Fence IiSU OF ,I:(,I i"N Project Specifcatiomc Page II of42 Units L.F. L.F. E.A. L.F. Addendum 1 Page 4 of 11 7222 Asphalt Overlay Article or Paragraph Page Article or Paragraph Number & Title Number Number & Title Page Number 9:6 Rejecting Defective Work...................21 13.8-13.9 Uncovering Work at ENG1- 9.7.9.9 Shop Drawings, Change Orders NEER's Request .............. ........ 27-28 and Payments.._................................21 13.10 OWNER May Stop the Work .......... 28 9.10 Determinations for Unit Prices. 21.22 13.11 Correction or Removal of 9.11-9.12 Decisions on Disputes; ENGI- Defective Work..........................28 NEERas Initial lnterpretct22 13.12 Correction Period 9.13 Lim itationsonENGLNEER's 1'3.13 .,-28 Acceptance ofDefacriveWork-,..-,,;28 Authority and Responsibilities,,,, 22.23 13.14 OWNER May Correct Defective Work 28--29 CFLANGES IN THE WORK ........................................ D 10.1 OWNER'S Ordered Change................13 14. PAYMENTs TO CONTRACTOR.AND 10.2 Claim for Adjustment ........................23 COMPLETION... ............ ....................... I ............ 9 10.3 Work Not Required by Contract 14.1 Schedule of Values .........................29 Documents......................................23 14.2 Application for Progress 10.4 Change Orders ..--- ...........................13 Payment ..................................... 29 10.5 Notification of Suretv 23 143 CONTRACTOR's Warrantv of Title ........................................... 29 MANGE OF CONTRACT PRICE ,,,,..„,,,,,,,,,,,,,,,,,,,,,23 14.4-14.7 Review of Applications for I I.I-1 L3 Contract Price; Claim for Progress Payments,,,,,,,,,,,,,,,,, 29-30 Adjustment; Value of 14.8-14.9 Substantial Completion................... ,,,,,,,.. . 30 _........ the Work..................................-24 � 14.10 Partial Utilization, ........ ............ 30-31 I I A Cost of the Work ........................... ;4-25 14.11 Final lnspectiorl.............................31 11.5 Exclusions to Cost of the Worh,........, 25 14.12 Final Application for Payment ........ 31 11.6 CONTRACTOR'sFee 25 14.13-14.14 Final Payment and Acceptance31 11.7 Cost Records 25-26 14.15 Waiver of Claims 31-32 11.8 Cash Allowanccs... .............................. 26 1 L9 Unit Price Work.,-,_..........................26 15. SUSPENSION OF WORK AND TERMINATION ................................................ 32 CEI 4NGE OF COVCRACT TLVtES ............................„6 15.1 OWNER Vfay Suspend Work .......... 32 12.1 Claim for Adjustment .......................... ....................... <6 15.2-15.4 OWNER May Terminate....,.,,.,_,.._. j2 12.2 Time of the Essence,,,,,,,,,,,,,,,,,,,,,,,,,,26 15.5 CONTRACTOR \iay Stop 12.3 Delays Beyond CONTRACTOR's Work or Terminate ................. 32-33 Control ...................................... 26-27 12.4 Delays Beyond OWNER's and 16. DISPUTE RESOLUTION,,.„.............................33 CONTR\CTOR's Control 27 11. NUSCELLANFOUS...........................................33 TESTS AND LVSPECTIONS: CORRECTION, 17.1 Giving Notice ................................ 33 REMOVAL OR ACCEPTANCE OF 17.2 Computation of Times,,,,,,,,,,,,,,,,,, 33 DEFEC77DE WORK..................................................27 17.3 Notice of Claim .............................. 33 13.1 Notice of DefectsF7 17.4 Cumulative Remedies ..................... 33 13.2 Access to the Work ............................. 7 17.5 Professional Fees and Court 13.3 Tests and Inspections; Costs Included ............................. 3 CONTRACTOR's Cooperation......... 27 I T6 Applicable State Laws ................ 13.4 OWNER's Responsibilities: Intentionally left blank.......................................35 Independent Testing Laboratory,,,.,. 27 13.5 CONTRACTOR's F_%TITBIT GC -A: (Optional) Responsibilities,..._........................._7 Dispute Resolution Agreement,,,,,,,.,,,,,,,,.,,,, GC -AI 13.6-13.7 Covering Work Prior to Inspec- 16.1-16.6 Arbitration ............................... GC .Al tion, Testing or Approval,,,,,,,,,,,,,,,, 27 16.7 Nietliation,,..............,.,-.-,-.......GC-AI E1CU0 GENERAL CONDITIONS 1910-3 (1990 FDITION) wl CITY OF FORT COU.INS MODIFICATIONS IREV 9199) BID 7222 - Asphalt Overlay Page 56 of 266 INDEX TO GENERAL CONDITIONS City of Fort Collins modifications to the General Conditions of the Construction Contract are not shown in this index Article or Paragraph Number Acceptance of - Bonds and Insurance........................................5.14 defective Work............................10-4-1, 13.5, 13.13 final payment ------ ........ ........................... 9.12, 14.15 insurance......................................................... 5.14 other Work, by CONTRACTOR ...................... ... 7.3 Substitutes and "Or -Equal" Items ....................6.7.1 Work by OWNL ER...............................Z.5, 6.30, 6.34 Access to the -- Lands, OWNER andCON-rRaCTOR responsibilities ............................................. 4.1 site. related Work...............................................7.2 Work..........................................13.2. 13.14, 14.9 Acts or Omissions--, Acts and Omissions-- CONTRACTOR 6.9.1, 9.13.3 ENGINEER.___...................................6,20, 9.13.3 OWNER ................................................. 6.20, 8.9 Addenda--defi..nition of (also see defimition of Specifications) ....... (1.6, 110, 6,19). 1.1 Additional PropertyInsuranceg...............................„ 5.7 Adjustments - Contract Price or Contract Time ...........................1.5, 3.5. 4.1, 4.3.2. 4.5.2, .............................4.5.3, 9.4, 9.5, 10.2-10.4, ................................. I ....... It. 12, 14.8, 15.1 progress schedule. ......................._..................... 6.6 .Agreement -- definition of ...................................................... 1.2 "All -Risk" Insurance, policy form............................5.6.2 Allowances, Cash ................................ ... .................11.8 .Amending Contract Documents,,........ _.................... 3.5 Amendment, Written -- in general .... ............ 1.10. 1.45. 3.5, 3.10, 5.1'_; 6.6.2 ..........................G.8.2, 6.19, 10.1, 10.4, 11.2 .................................... 12.1. 13.12.2, 14.7.2 Appeal, OWNER or CONTRACTOR intent to..........................9..10. 9.11, 10.4, 16.2, 16.5 Application for Payment -- definition of ...................................................... 13 F.NGINFF.R's Responsibility ............................... 9.9 final payment ................. 9.13.4, 9.13.5, 14.12-14.15 in_encral ...........................LS. 2.9, 5.6.4, 9.10, 15.5 progress payment... ......... I .......... I .... I ....... .. 14.144.7 -review of ................................................... .14.4-14.7 Arbitration..................................................._16.1.16.6 Asbestos -- claims pursuant thereto ................ ...........+5.2, 4.53 CONTRACTOR authorized to stop Work ...... ,... 4.5.2 definition oC... ....................................................... 1.4 .Article or Paragraph Number OWNER responsibility for .............................. 4-5.1, 8.10 possible price and times change .... .................. 4.5.2 Authorized Variations in Work ,,,_,,,..3.6. 6.25. 6.27, 9.5 Availability of Lands ... _....... ............ ..................4.1, 8.4 Award, Notice of--defrted................._........_..........1.25 Before Starting Construtition ............................... �1.5-2.8 Bid--dcFin ition of........................1.5 (Ll, 1.10, 23, 3.3, ............I...........4.2.6.4, 6.13, 11.4.3. 11.9.1) Bidding Documents -definition Bidding Requirements--def-milion of..........................................1.7 (1.1, 4.2.6.2) Bonds -- acceptance of ................ .............._....................5.14 additional bonds .................................. 10-5. t 1.4.5.9 Cost of the Work............................................11.5.4 definition of.......................................................1.8 delivery of ....................................................?.I. 5.1 Final Application for Payment ... _____ ..... 14.12.14,14 general ...................................... 1.10, 5.1-5.3,5.13, ....................................... 9.13, 10.5. 14.7.6 Performance, Payment and Other ........ ........... 5.1-5.2 Bonds and Insurance --in general,,,,._ ........................... Builder's risk "all-risk" policy form ........................ 5.6.2 Cancellation Provisions, Insurance..:.___; JAM, 5.S. 5.15 Cash Allowances ..................................................... 11.8 Certificate of Substantial Completion ......... L38. 6.30.2.3. .............................................._., 14.5, 1410 Certificates of Inspection...................9. 13:4, 13.5, 14.12 Certificates of Insurance,,,_.,.,,,_„ 2.7, 5.3, 5.4,11, 5.4.13, .......................5.6.5, 5.8. 5.14, 9.13.4, 14.12 Change in Contract Price -- Cash Allowances ............................_................ 11.8 claim for price adjustment.............4.1, 4.2.6, 4.5. 5.15. 6.8.2, 9.4 ........ I .... I ...... .5.9.11. 10.2, 10.5, 11.2. 13.9, ............. I ..........13.13, 13..14, 14. 7, 15.1, 15.5 CONTRACTOR'S tee11.6 Cost of the Work general ...................................... ......,,,I 1.4-11.7 Exclusions to ..................._ -.....--..........:.........,I L5 Cost Records ...................................................... 11.7 in general,,,,,,,,,,,,, 1,19, 1.44, 9.11, OA.2, 10.4.3, 11 Lump Stmt Prichg....................... ..... ........ ...... 11.3._> Notification of Surety ................... ............. .... ._.10.5 Scopeof .............................. ....... .. ........... ..10.3-10.4 Testing and Inspection. Uncovering the Work .................................. 13.9 EICCC GENERAL. CONDITIONS 1910.8 (1990 EDITION) wl CITY OF FORT COLLI21S MODIFICATIONS (REV 91991 BID 7222 - Asphalt Overlay Page 57 of 266 Unit Price Work.11.9 .......................................... Article or Paragraph Number Value of Work.................................................:11.3 Change in Contract Times -- Claim for times adjustment....,,,,3.1, 4.2.6, 4.5, 5.15, ...........1 6.8.2, 9.4. 9.5. 9.11. 10.2, 10.5. 12.1. ......... I .....13.9, 13.13, 13.14, 14. 7, 15.1. 15.5 Contractual time limits12? Delays beyond CONTRACTOR's control 12.3 Delays beyond OWi 1ER's and CONTRACTOR's control.............................12.4 Notifimtion of surety.........................................10.5 Scope of change ..... ...................... ............. 10.3-10.4 Change Orders -- Acceptance of Defective Work ..........................1113 Amending Contract Documents .......................... 15 Cash Allowances ............................................... I1.8 Change of Contract Price ........................ :......... ....I I Change of Contract Times,,...*....*...*,,,,,,,,,,,,,,,,,,,, l': Changes in the Work ...........................................10 CONTRACTOR's fee11.6 Cost of the Work.......................................1 1.4-11.7 Cost Records.......................:............................11.7 definition of.......................................................1.9 emergencies.................................................... 0- n ENGINEER's responsibility....._ 9.8. 10A. 11 2, 12.1 execution of......................................................10.4 Indemnifictiorl .........................6.12, 6.16, 6.31-6.33 Insurance, Bonds and ........................ 5.10, 5.13, 11).5 OWNER may terminate ............................. 15.2-15.4 OWNERs Responsibility.............................$.6, 10.4 Physical Conditions - Subsurface and, ............................................. 4.2 Underground Facilities--............................4.3.2 Record Documents ............................................ 6.19 Scope of Change........................................103-10.4 Substitutes ..:.......................................... 6.7.3. 6. S. 2 Unit Price Work ................................................ 11.9 value of Work, covered by.................................11.3 Changes in the Work ............. ..................................JO Notification of surety ............... ..................... 10.5 OWNER's and CONTRACTOR's responsibilities ........................................... 10.4 Right to an adjustment......................................10.2 Scope of change........................................10.3-10A Claims -- against CONTPAcroR............... .......... ........ ...6,16 against ENGINEER.........................................:6.32 against OWNER................................................&32 Change of Contract Price- ......................... 9.4, t 12 Change of Contract Times .........................9.4, I2A CONTRACTOR's- ---------- 4. 7.1. 9.4. 9.5. 9.11, I0.2. ...........................I1.2, 11.9. 12.1. 13.9. 14.S, _......................................IS.1. 15.5. 17.3 CONTRACTOR's Fcc.,.„..................................11.6 Article or Paragraph Number CONTRACTOR's liability ......... ,.5.4, 6.12 6.16, 6.31 Cost of the Work.. ............ ........................ 11.4,11.5 Decisions on Disputes..............................9.11, 9.12 Dispute Resolution............................................16.1 Dispute Resolution Agreement •,,,,••,,,,•,,,.,.. 16.1-16.6 ENGINEER as initial interpretor ..............•......, 9.11 Lump Sunt Pricing ........... ................. ------------- 11.3.2 Notice of 17.3 OWNER's.................... 9.4, 9:5, 9.11, 101 11.2, 11.9 ....................... 12.1. 13.9, 13.13. 13.14. 17.3 OWNERS liability .............................................. 5.5 OWNER may refuse to make payment ,.,•,,..,,,,_„-14.7 Professional Fees and Court Costs Included .........................__.....__..-•----•-- 17.5 request for formal decision on,,,„ ...................... 2.11 Substitute Items .............................................. 6.7-1.2 Time Extension.................................................12.1 Time requirements .................................... 9.11, 111 Unit Price Work ............................ .......... ....... l 1.9.3 Valueof...........................................................1,1.3 Waiver of --on Final Payment ................. J4.14, 14.15 Work Change Directive .. ......... .......... ............ .:..*M2 written notice required ...................... .1 I, 11.2, 12.1 Clarifications and Interpretations.,,,,,,,.,,, 3.6.3, 9.4, 9.11 Clean Site ..................................................... 6.17 Codes of Technical Society, Organization or Association..................................................3.3.3 Commencement of Contract Times. ... Communications-- .general..............................................6.2. 6.9.2, 8.1 Hazard Communication Programs .......... ........... OM Completion - Final Application for Paymtent ........ ................. 14.12 Final Inspection ..................................... _.......14.11 Final Payment and Acceptance.•,•,_•.•,,,_., 14.13-14.14 Partial Utilization ,,,,,.,,.••,,,,,,,,,,,,,,"*................ 14.10 Substantial Completion .....................1.38, 14.8-14.9 Waiver of Claims............................................14.15 Computation of Tines ........................... .... 17.2.1-17.2.2 Concerning Subcontractors, Suppliers and Others .................................................. 6.8-6.1 1 Conferences -- initially acceptable schedule% ................. 4.............. .9 preconstruction.......................... ..... ....... .......... ...-'.8 Conflict, Error, Ambiguity. Discrepancy-- CONTR-ACTOR to Report ........... ............... 2.5, 33.2 Construction, before starting by CONTRACTOR ................................ ........... 2.5 ? 7 Construction Machinery, Equipment, etc;,,,,,,,,,,,,,,,,, 6.4 Continuing the Work ..................................... 629, 10.4 Contract Documents - Amending................. ......................... ................ 3-5 Bonds.............................................................5.1 E.IMC GENERAL CONDITIONS 1910-3 (1990 EDInON) iv/CITY OF FORT COLONS MODIFICATIONS (REV 9199) BID 7222 - Asphalt Overlay Page 58 of 266 Cash Allowances,_,.,___..,,,,_„_ ........................ 11.8 Stop Work requirements,,,, CONTRACTOR's— Article or Paragraph Num ber Change of Contract Price .................................... I I Change of Contract Times...*,,,,,,,,,,,,,,,,,,,*... 12 Changes in the Work ........ ........................ 10.4-10.5 check and verify...........................I..-...................2.5 Clarifications and Interpretations .........................3.2. 3.6. 9.4, 9.11 definition of.....................................................1.10 ENGINEER as initial interpreter of,,,,,,,,,,,,,,,,,,9.11 ENGINEER as OWNER's representative..............4.1 grneral3 insurance...........................................................5.3 Intent.......................................................3.1-3.4 minor variations in the Work..............................3.6 OWNER's responsibility to furnish data ,,,,,,,,,8.3 OWNER's responsibility to make prompt payment. ......................... 8.3, 14.4, 14.13 precedence.......................................I ........3.1. 3.3.3 Record Documents............................................6.19 Reference to Standards and Specifications of Technical Societies .................................... 3.3 Related Work ...................................................... 7.2 Reporting and Resolving Diserepancies.......... 2.5, 3.3 Reuseof............................................................. 3.7 Supplementing.... ................. ............................ 3.6 Termination of ENGINEER's Employment,,,,,,,,, _ 8.2 Unit Price Work ................................................. 11.9 variations..........................................3.6, 6.23, 6.27 Visits to Site, ENGINEER's ................................ 92 Contract Price — adjustment of,,,,,,,,,,,,,,,, 3.5. 4.1, 9.4, 10.3, 11.%11.3 Changeof ........................................... .......... ...... I I Decision on Disputes........................................9.11 definition of ......................................................1.11 Contract Times -- adjustment of .......................... 3.5. 4.1, 9.4, 10.3, 12 Change of .............. ....................... I ............ 12.1-12.4 Commencement of .............................................. 2.3 definition of....................................................A.12 CONTRACTOR- .Acceptance of Insurance. ................................_ 5.14 Communications......................................6 2, 6.9.2 Continue Work........................................6.29. 10.4 coordination and scheduling............................6.9.2 definition of.....................................................1.13 Limited Reliance on Technical Data Authorized.......................................... 4.2.2 May Stop Work or Terminate............................15.5 provide site access to others. .......................7.2, 13.2 Safety and Protection ................... 4.3.1.2, 6.16, 6.1 S. ......................................6.21-6.23, 7.2, 13.2 Shop Drawing and Sample Review Prior to Submittat,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,6.25 4.5.'_ Article or Paragraph Number Compensation ................................ ............ 11.1-11.2 .Continuing Obligation ................. .................... 14.15 Defective Work...............................9.6. 13.I0-13.14 Duty to correct Dfective Work ..........................13.11 Duty to Report -- Changes in the Work caused by Emergency ........................................... 6,23 Defects in Work of Others... .......... ............... 7.3 Differing conditions ................................... 4.23 Discrepancy in Documents......... 2.5. 3.3.2, 6.14.2 Underground Facilities not indicated ........... -43.2 Emergencies .........._........................................:6.23 F-quipment and Machinery Rental, Cost orthe Work...........................................11.4.5.3 Fee --Cost Plus11.4.5.6. 11.5.1, 11.6 General Warranty and Guarantee .......................6:30 Hazard Communication Programs .....................6.22 Indemnification ,,,,,,,,,,,,,,,,„.0.12, 6.16, 6.31-6.33 Inspection of the Work ............................ . 7.3, 13.4 Labor, Materials and Equipment ....................0.3-6.5 Laws and Regulations, Compliance by;,,_,-,,,,.. 6.14.1 Liability Insurance, ............................................. 5.4 Notice of Intent to Appeal ........................9.10. 10.4 obligation to perform and complete the Work ..................................................... 6.30 Patent Fees and Royalties, paid for by.................5.12 Performance and Other Bonds 5.1 Permits, obtained and paid for by„-,,,,,4..............6.13 Progress Schedule ...... ..................... ? 6. 2.8. 2.9.6.6, .......................................6.29. 10.4. 15.2.1 Request for formal decisionon disputes,,,,,,,,,,,,,, 9.11 Responsibilities.. Changesin the Work ,,,,,,,,,,,,,,,,,,,,,,,,,,,10A Conceming Subcontractors, Suppliers and Others 6. 5-6.11 Continuing. the Work ......................... fi.29, I0A CONTRACTOR's expense .......................... 6.7.1 CONTRACTORS General Worrenty and Guarantee..................._,,,..,.-,-_,.....6.30 CONTRACTOR s review prior to Shop Drawing or Sample submittal................6:25 Coordination of Work .................... 4........... 6.9.2 Emergencies...............................................'6.23 ENGN'E• IER's evaluation, Substitutes or "Or -Equal" Items ....... ....................... 6.7.3 For Acts and Omissions of Others ........... .................. 6.9.1-6.9.2, 9.13 for deductible amounts, insurance ................... i.9 general.........................................61 7.2, 7.3, 8.9 Hazardous Communication Programs.. ----- _. 632 Indemnification .................................:.6.31-633 cicoc: ci:'NLR.u- co .Urrtotrs t 9 i o.s 0990 EDt no. q wI CITY OF FORT COI.I.I\S \tODtFICATIOVS 1,REV 91991 BID 7222 - Asphalt Overlay Page 59 of 266 Labor, Materials and Equipment ............. .6.3-6.5 Laws and Regulations ......... ....... .................. 6.14 Liability Insurance ........................................ 5.4 Article or Paragraph Number Notice of variation from Contract Documents ........................................... 6.27 Patin[ Fees and Royalties 6.12 Permits.......................................................4.13 Progress Schedule--... ..-.,-_ .............................6 6 Record Documents ....................................... 6.19 related Work performed prior to ENGIYEER's approval of required subm ittals.............................................6.28 safe structural loading .............. ...................6AS Safety and Protection,..,_._ ... _.... ...ti.20, 7.2, 13.2 Safety Representative...................................6.21 Scheduling the Work..................................6.9.2 Shop Drawings and Samples ....................... 6.24 Shop Drawings and Samples Review by ENGINEER 6.26 Site Cleanliness..........................................6.17 Submittal Procedures ................................... 6.25 Substitute Construction Methods and Procedures ..................................... 6.7.2 Substitutes and "Or -Equal" Items6.7.1 Superintendence-.. .........................................6. 2 Supervision ...................................................4. I Survival of Obligations................................6.34 Taxes.........................................................6.15 'rests and Inspections..................................13.5 ToReport ..................................................... 15 Use of Premises ................... 0.16-6.18. 6.30.2.4 Review Prior to Shop Drafting or Sample Submittal ......................... I ............... .j Right to adjustment for changes in the Work ,,,,,10.2 right to claim ............ , 7.1, 9.4, 9.5. 9.11, 10.2,11.2, 11.9. 12.1. 13.9. 14.8. 15.1, 15.5, 17.3 Safety and Protection ...... ............ 6.20-6.22. 7.2. 132 Safety Representative_ ...................................... 6.21 Shop Drawings and Samples Submittalg..... 6.24-6.28 Special Consultants ... .........._......................... 1 I.4.4 Substitute Construction Methods and Procedures 6.7 Substitutes and "Or -Equal" Items, Expense...........................................6.7.1. 6.7.2 Subcontractors, Suppliers and Others,..,,,,,,, 6.8-6.11 Supervision and Superintendence ..... 6.1, tS.2, 6.21 Taxes. Payment by ..................................... 5.15 Use of Premises ........................................ 6.16.6. IS Warranties and guarantees ......................... 6.5, 6.30 Warranty of'ritle ............................................... 14.3 Written Notice Required-- CONTRACTOR stop Work or terminatq,......15.5 Reports of Differing Subsurface and Physical Conditions ........................4.2.3 Substantial Completion ................................ 14.8 CONTRACTORS --other ......................................... _...7 Contractual Liabilitv Insurance,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ..4.10 Contractual Time Limits 12.2 .......................................... Article or Paragraph Number Coordination— CONT RACTOR's, responsibility ......................... .9.2 Copies of Documents ............................................... 22 Correction Period..................................................13.12. Correction, Removal or Acceptance of Defective work-- in general ................................... 10.4.1. 13.10-13.14 Acceptance ofDefective Work ..........................1J.13 Correction or Removal of Defective Work.,.. ................... ......... 6.30, 13.11. Correction Period............................................13.12 OWNER MayCorrect Defective Work,._„_, ...... - 13.14 OWNER lvlay Stop Work.................................13.10 Cost -- of Tests and Inspections.....................................13.4 Recordsll.7 Cost of the Work -- Bonds and insurance, additional ...................11.4.5.9 Cash Discounts..............................................11.4.2 CONTRACIOR!s Fee 11.6 Employee Expenses......................................11.4.5.1 Exclusions to.....................................................11.5 General 11.4-11.5 Home office and overhead expenses ....................11.5 Losses and damages... .................................. 11.4.5.6 Materials and equipment t......_......................... 11.4.2 Minor expenses .............. I............................ 11.4.5.8 Payroll costs on changes.................................11.4.1 performed by Subcontractors............................1,1.43 Recordsll.7 Rentals of construction equipment and machinery.__ .................................. 11.4.5.3 Royalty payments, permits and license fees...................................:........11.4.5.5 Site oil -ice and temporary facilities .,,,............ l 1.4.52 Special Consultants, CONTRACTOR'S,,..-,,.....11A.4 Supplemental.... ............................ _..............11.4.5 Taxes related to the Work ............................ HA.5.4 Tests and Inspection .......................................... 13.4 Trade Discounts.............................................11.4.2 Utilities, fuel and sanitary facilities,,,,,,,,,,,,,, 11,45.7 Work after regular hours.................................11.4.1 Covering Work .................................... ...........13.6.13.7 Cumulative Remedies......................................17.4-17.5 Cutting, fitting and patching .................................... 7.2 Data, to be furnished by OWNER .................... I .... .....,3.3 Day --definition of................................................17.2.2 Decisions on Disputes,.......* ............................ ...... 9.11, 9.12 defective -definition of ....... ....................................1.14 dejective Work -- Acceptance of., ...... I ............................. 10. 4. 1 , 13.13 EJCDC GENERAL COhnllloNS t 910-s (1M LDITION) w1 CITY OF FORT COLLINS MODIFICATIONS (REV 9l99) BID 7222 - Asphalt Overlay Page 60 of 266 Correction. or Removal of.....................10.4.1, 13.11 Correction Period . 13.12 in general.........................................13. 14.7, 14.1[ Article or Paragraph Number Observation by ENGINEER ................................ 9.2 OtNER.Iay Stop Work.................................13.10 Prompt Notice of Defects ...................................13.1 Rejecting...........................................................9.6 Uncovering. the Work........................................13.8 Definitions ................................................................ 1 Delays......................................4.1, 6,29, 12.3-12.4 Delivery of Bonds ..................................................... 2.1 Delivery of certificatesof insurance ............................2.7 Determinations for Unit Prices9.10 .......................... ........ Differing Subsurface or Physical Conditions-- Notice of ................................ _................... 4.2.3 ...... ENGNEER's Review ...................................... 4.2.4 Possible Contract Documents Change .............. 4.2.5 Possible Price and Times Adjustments..............4.2.6 Discrepancies -Reporting and Resolving .................. .............. 2.5.'3.12), 6.14.2 Dispute Resolution - Agreement ............ ............ ... .................... .16.1-I tS.6 Arbitration ................................................. 16.1-16.5 . gcnera116 Mcdiation........................................................16.6 Dispute Resolution Agreement,..........................16.1-16.6 Disputes, Decisions by ENGWEER ......... ..... 9.11-9.12 Documents -- Copiesof ............. ........................................... _ Record 6.19 Reuseof.............................................................3.7 Drawings --definition of .......................... ................ I.I5 Easements ............................................................... 4.1 Effective date of Agreement -- definition of..............J.16 Emergencies......................._..................................6, 23 ENGNEER-- as initial interpreter on disputes,,,,,,,,,,,,,,,, 9.1 I-9.12 definition of ....................................................... 1.17 Limitations on authority and responsibilities,.,,, 9.13 Replacement of.... .......................................... ...S.2 Resident Project Representative ........ ......... .........9.3 ENGINEER's Consultant -- definition o..f ................... 1.18 ENGL\IEER's-- authority and responsibility, limitations on.,...,.. 9.13 Authorized Variations in the Work......................95 Change Orders, responsibility for...... 9.7. 10, 11, 12 Clarifications and Interpretations ............... 3.6.3, 9A Decisions on Disputes .............................. 9.1 l 9.12 defective Work, notice of..................................13.1 Evaluation of Substitute Items6.7.3 Liability ...................................................6.32, 9.12 Notice Work is Acceptable ................. .._.-........ 14.13 Observations...........................................6.30.2, 9.2 OWNER'S Representative ---- _............................... 9.1 Paymentsto the CONTRACTOR, Responsibility for... ............. 14 Recommendation of Payment .................... 14.4. 14.13 Article or Paragraph Number Responsibilities --Limitations on,,,,,,,,,,,,,,,, 9.11-9.13 Review of Reports on Differing Subsurface and Physical Conditions ............................. 2.4 Shop Drawings and Samples, review responsibility., ............. .............................. 6 26 Status During Construction -- authorized variations in the Work. ................... 9.5 Clarifications andlnterpretationg..................9.4 Decisions on Disputes... .......... ............ 9.1I-9.12 Determinations on Unit Price,,..,,_.,,,-„ 9'to ENGINEER as Initial Interpreter 9.11-9.12 ENGNF-ER's Responsibilities.... „9, I-9.12 Limitations on ENGINEER's Authority and Responsibilities..............................9.13 OWNT-R's Representative ... ..................... ..... 9.1 Project Representative...................................9.3 Rejecting Defective Work..............................9.6 Shop Drawings, Change Orders and Payments 9.7-9.9 Visits to Site............................... Unit. Price determinations .................................. 9.10 Visits to Site_ ..... _.... . Written consent required ....... _ ..................... 7.2, 9.1 Equipment, Labor, .faterials.and........................¢ 3-6.5 Equipment rental, Cost of the Work ....... ......._.. 1 L4.5.3 Equivalent Materialsand,............ Equipment ........... 0.7 error or om issions..................................................6.33 Evidence of Financial Arrangements., ..................... I Explorations of physical conditions ...................... 4.2.1 Fee, CONTRACTOR's-Costs Plus ..........................11.6 Field Order -- definition of.....................................................J.19 issued by ENGINEER ................................ 3.6.1. 9.5 Final Application for Payment ............................... Final Inspection,,,,,,,,,,,,, 14.11 Final Payment - and Acceptance, ..... --............ .__........... 14.13.14.14 Prior to. for cash allovances ................................ t L3 General Provisions ........ .... .... ........ ...............„.17.3-17.4 General Requirements - definition of ......................................................1.20 principal references to... ........... 16, 6.4. 6.6-6.7, 6,24 Giving Notice_.................._.........._............._.......17.1 Guarantee of Work -by CONTRACTOR,..,-„.630. 14.12 Hazard Communication Programs ..........................6.22 Hazardous Waste -- definition of.....................................................1.21 general............... .......... .._..._.... ................. .5 OWNER's responsibility for........... 1..................9.10 EICDC. GLNERAI. CONDITIONS 1910-3 t1990 EDITION) w1 CITY OF FORT COI.I.INS MODIFTCATTONS (REV 9/99) BID 7222 - Asphalt Overlay Page 61 of 266 Indemnification ............................. 6.1Z 6.16, 6.31-6.33 Initially Acceptable Schedules............................„-,,,-2.9 Inspection -- Certificates of-,,,,„-„,,,,,,,,,,,,,,,,,,,,9.13.4. 13.5. 14.12 Final 14.11 Article or Paragraph Number Special, required by ENGINEER.......................... .6 Tests and Approval.............................$-7, 13.3.13.4 Insurance — Acceptance of, by OWNER...............................5. I4 Additional, required by changes in the Work ........................................... 11.4.5.9 Before starting the Work ..................................... 2.7 Bonds and --in general .......................................... 5 Cancellation Provisions ...................................... 5.8 Certificates of....................2.7, 5, 5.3, 5.4.11, 5A.13, ........................ >.6.5, 5.8, 5.14, 9,13.4, 14.12 completed operations, ,.,,,..... I ....... .... I ............. 5.4.13 CONTRACTOR's Liability..................................5.4 CONTRACTOR's abjection to coverage,,,,,,,,,,,,, 5.14 Contractual Liability ......................................5.A.10 deductible amounts, CONTRACTOR'S responsibility................................................5.9 Finn] Applicnion for Payment ..................„-,,,,14.12 Licensed Insurers...............................................53 Notice requirements, material changes„-- .... 5.8. 10.5 Option to Replace ............................................. 5:14 other special insurances....................................5.10 OWNER as fiduciary for insureds..............5.12-5.13 OWNER'S Liability ............................. .............SS OWNER's Responsibility.....................................8.5 Partial Utilization, Property Insurance,,,,,,,,,,,,,,,5.15 Property................... .......... ..................... ...5.6- i.10 Receipt and Application of Insurance Proceeds..............................................5.12-5.13 Special Insurance, .... ............................. I .... 5.10 Waiver of Rights .............................................. 5. I 1 Intent oFContract Documents.............................3.1-3.4 Interpretations and Clarifications .....................3.6.3. 9.4 Investigations of physical conditions„-„....................4.2 Labor, Materials and Equipment ................... .....§3-6.5 Lands— and Easements...................................................3.4 Availability of ............................................. 3.1. 8A Reports and Tests...............................................3.4 Laws and Regulations --Laws or Regulations -- Bonds...................................................5,1-5.2 Changes in the Work........................................10.4 Contract Documents..........................................'3.1 CONTRACTOR's Responsibilities ....................6.14 Correction Period. defective Work....................13.12 Cost of the Work taxes...............................11.4 5.4 definition of.....................................................1.22 gencral6.14 Indemnification ........................................ 6.31-6.33 Insurance _--------------......... _............ 5.3 Precedence .................... _......:. _....:...:....:. 3.1. 3.3.3 Reference to ..................................................... 3.3.1 Safety and Protection................................6.20, 13.2 Subcontractors, Suppliers and Others ,,,,,,,,,-,6.8-6.1 I Article or Paragraph Number Tests and Inspections,.-.._............................13.5 Use of Premises ................................................ 6' 16 Visitsto Site .......................................................9.2 Liability Insurance-- CONTRACTOR's............................................. ..5.4 OWNER's 5.5 Licensed Sureties andInsurers-,,,,,_„....................... 53 Liens -- Application for Progress Pavment._..-_....... _,--,-14 2 CONTRACTOR's Warranty of Title..__ .... ....... 14.3 Final Application for Payment .......................14.12 definition of ........................................................ 1.23 Waiver of Claims .................................„-.,,,,,„ 14.15 Limitations on ENGLNEER's authority and responsibilities............ .................. _... _....................... 9.13 Limited Reliance by CONTRACTOR Authorized ........................................................ 4.2.2 Maintenance and Operating Vtanuals— Final Application for Payment ........................14.12 Manuals (of others) -- Precedence ....................................... . ............3.3.3.1 Reference to in Contract Documents..................}3.1 Materials and equipment -- furnished by CONTRACTOR,-------- ................. 6.3 not incorporated in Work,, ...... -„-,...... I..............14.2 Materials or equipment--equivalentt,,,_.....................6.7 Mediation (Optional)... ... _ ................. **4'*"* ....... ..... 16.7 Milestones --definition of„......................................1.24 Miscellaneous -- Computation of Times .... __.................._-,,,., 17.2 Cumulative Remedies ................_................ ....... 17.4 Giving Notice, ............. .......... ......................... 17.1 Notice of Claim .................................................. 17.3 Professional Fees and Court Costs Included ......... 17.5 Multi -prime contracts........._........._..._........._........._7 Not Shown or Indicated........................._,,,,,,_,,,-.,4.3.2 Notice of -- Acceptability of Project ... ,,,,,_,,,,,,,,_,14.13 Award, definition of ..........................................I25 Claim............................................................17.3 Defects,13.1 Differing Subsurface or Physical Conditions ....... 42.3 Giving............................................................17.1 Tests and Inspections,,,,,,_,_ ..................._..... -13.3 Variation, Shop Drawing and Sample,,,,,,,,,,,,,,,, 6.27 Notice to Proceed — definition of.....................................................126 23 EJCDC GENER-AL CONDMONS 1910-3 (1990 EDITION) wt CITY- OF FORT COLLINS MODIFICATIONS (REV 9199) BID 7222 - Asphalt Overlay Page 62 of 266 Notification to Surety .................................... _....... I0.5 testing, independent ......................................... 13.4 Observations, by-ENGINEF,R .................... ,..... 6.30, 9.2 use or occupancy Occupancy of the Work. . ................. 5.15. 6.30.2.4. 14.10 of the Work.........................5.15, 6.30.2.4. 14.10 Omissions or acts by CONTRACTOP ...............6.9, 9.13 written consent or approval Open Peril policy form,Insurance ..........................5.6 2 required ........... .............................. 9.1. 6.3. 11.4 Option to Replace... ................ ................................ 5.14 Article or Paragraph Num her "Or Equal" Items......................................................6.7 Other work 7 Overtime Work --Prohibition of .................................. 6.3 OWNER -- Acceptance of defective Work ......................... „13.13 appoint an ENGINEER......................................8.2 as fiduciary ............................................... 3..12-5.13 Availability of Lands, responsibility ....... ........... I definition of ....................................................... 1. N data, furnish ... ............................ .......................8.3 May Correct Defective Work...........................13.14 \day refuse to make payment............................14.7 May Stop the Work.........................................13.10 May Suspend Work, Terminate............................8.8, 13.10, 15.1-15.4 Payment, make prompt. .................... $3, 14.4, 14.13 performance of other work, ........ ........................ 7.1 permits and licenses, requirements ...................6.13 purchased insurance requirements ...............5.6-5.10 OWINTER's-- Aeceptance of the Work ................... ,.......... 6.30.2.5 Change Orders, obligation to execute,,,,,.,,,, 3.6, 10.4 Communications ................................................. 8.1 Coordination of the Work 7.4 Disputes, request for decision ....... .................... P.. i I Inspections, tests and approvals_,,,,,,,,,,,,,,,,8.7. 13.4 Liability Insurance ............................................. Notice of Defects..............................................13.1 Representative --During Construction, ENGfNEER's Status ...................................... 9.1 Responsibilities -- Asbestos, PCBs. Petroleum. Hazardous Waste or Radioactive vdaterial ................. 8.10 ChangeOrders..............................................8.6 Changes in the Work ................................... 10.1 communications 8.1 CONTRACTOR's responsibilities .................. 8.9 evidence of financial arrangements........:......8.11 inspections, tests and approvals..,,,................. 8.7 insurance ....................................................... 8.5 lands and easements ............................... 8.4 prompt payment by ....................................... �8.3 replacement of ENGLNEER ............................8.2 reports and tests............................................8.4 stop or suspend Work ..... ............ U. 13.10, I5.1 terminate CONfRACTOR's services._..._ ......................__ .. 5:8. 15.2 separate representative at site ............................. 9.3 EtCtx GENERA. CONurDONS 1910-3 (11990 EorrON) w/ CITY OF FORT COLLINS MODIFICATIONS IRFV 9/99) BID 7222 - Asphalt Overlay Page 63 of266 Article or Paragraph Num her written notice required........................7.1. 9-4, 9.11, ....................... I ............ I 1.2, 11.9. 14.7. 15.4 PCBs -- definition of ..................................................... 1.29 general........... ...................................... ............. 4.5 OWNER's responsibility for...............................5.10 Partial Utilization— defrtition of......................................................1.28 general6.30.2.4, 14.10 Property Insurance._......................I.......-..........5.15 Patent Fees and Royalties ....................................... 6.12 Payment Bonds...................................................5.1-5.2 Payments,.Recommendation of..............14.4-14.7, 14.13 Payments to CONTRACTOR and Completion — Application for ProgressPayments ...... ...... _14.2 CONTRACrOR's-Warranty of Title133 Final Application for Payment_........................14.12 Final Inspection ... —.......... I ............................. 14.11 Final Payment and Acceptance,,,,,,,,,,,,,,, 14.13-14.14 general........................................................8.3, 14 Partial Utilization............................................14.10 Retainage..........................................................14 2 Review of Applications for Progress Payments ............................... 14.4-14.7 prompt payment..................................................8.3 Schedule of Values.............................................14.1 Substantial Completion...............................14.8-14.9 Waiver of Claims...................„.,.,,,,,,.„.,,,,,,,.,,,14.15 when payments due ................................ 14.4, 14.13 withholding payment ...................... I ........... ..--14.7 Performance Bonds............................................S.l-5.'' Petroleum -- definition of.....................................................1:.30 general.............................................................. 4.5 OWNER's responsibility for...............................�.10 Physical Conditions -- Drawings oL in or relating to ........................ 42.1.2 ENGINEER's review.........................................3.2.4 existing structures, ........ ........... .. ............ ...... general4.2.1.2............ _............................................ Notice of Differing Subsurface or......................4.2.3 Possible Contract Documents Change...............4.2.5 Possible Price and Times Adjustments,,,,,,,,,,,,, 4.2.6 Reports and Drawings......................................4.2.1 Subsurface and ...----__....................................... 4.' Subsurface Conditions._ ............ ..............._,..4.2.1.1 Technical Data, Limited Reliance by CONTRACTOR .Authorized ...................... 4.2.2 Underground Facilities-- general.........................................................4.3 Not Shown or Indicaed.......................... .... 4.3.' Protection of.........................................4.3, 6.20 xii Article or Paragraph Number Shown or Indicated ................................................ 4.3.1 Technical Data...............................................4.2 2 Preconstruction Conference .............................I........2.8 Preliminary Matters_._, ..... _ 2 Preliminary Schedules ....................................... :....... 2.6 Premises. Use o(............................................. 6.16-6.18 Price, Change of Contract .......................... ................. I l Price, Contract--dermition qf.................................. 1.11 Progress Payment, Applications for ..........................14.2 Progress Paymcnt--rctainage................................... 14.2 Progress schedule, CONTRAcrmR ...........16, 2.8, 2.9. ................................. 6.6. 6.29. 10.4. 15.2.1 Project --definition of......................................4........1.31 Project Representative-- ENGINEER's Status During Constructiott............ 3 Project Representative, Resident--dcfnition of,,, ..... ,L33 prompt payment by OWNER.....................................8.3 Property Insurance-- Additional.........................................................5 7 general5.6-5.10 Partial Utilization ......... .......................5.15, 14,10.2 receipt and application of proceeds ............. 5.12-5.13 Protection, Safety and..............................6.20-6.21, 13.2 Punch list..........................................................14.1 I Radioactive Material-- defintion of ................:................................ — 1.32 genern14.5 OWNER's responsibility far .............................. $.10 Recommendation of Payment .................. 14.4, 14.5, 14.13 Record Documents.----__ ................. ........... 6.19, 14.12 Records, procedures for maintaining ..........................IS Reference Points.......................................................4.4 Reference to Standards and Specifications of Technical Societies ................................... I .... ,3.3 Regulations, Laws and(or) ....................... :.............. 6.14 Rejecting Defzerlve Work..........................................9.6 Related Work -- atSite........................................................7.1-7.3 Performed prior to Shop Drawings and Samples submittals review ...................... 6.28 Remedies. cumulative..—...._...........................17.4. 17.5 Removal or Correction ofDefective Work ................ 13.11 rental agreements, OWNER approval required ..... 11.4.5.3 replacement of ENGINEER, by OWNER .................... 8.2 Reporting and Resolving Discrepancies................................2.5, 3.3.2, 6.14.2 Reports -- and Drawings.................................................4.2.1 and Tests. OWN-FR's responsibility... ................... S.4 Resident and Project Representative — definition of ..........:......................................... 1.33 provisionfor............................................................9.3 E1CDC. GENERAL CONUrrloN's 1910-3 (1990 EDITION) wl CITY" OF FORT COLLfYS MODIFICATIONS (REV 9/99) BID 7222 - Asphalt Overlay Page 64 of 266 Article or Paragraph Num ber Resident Superintendent, CONTRACTOR$...............6.2 Responsibilities-- CONTRACTORs-in general..................................6 ENGLNEER's-in general.,,,,.,,,..._.........................9 Limitations on .............................................. 9.13 OWNER's-in general, ........................................ .... 8 Retainage...................................................14.2 Reuse of Docum tints ................................................... 3.7 Review by CONTRACTOR: Shop Drawings and Samples Prior to Submittal, ......................... 0.25 Review of Applications for Progress Payments .......................... ........... .ISA-14.7 Right town adjustment .............. ......_..................... 10.1 Rights of Way ...----.. ...............- -....................... ...4.1 Royalties, Patent Fees and ... ...... ......... ........... .........6.1^ Safe Structural Loading..........................................6 IS Safely -- and Protection................................4.3.2, 6.16, 6.18, ................................ ._--- .20-6.21, 7.2, 132 general....................................................6.20-6.23 Representative, CONTRACTORs.......................G.21 Samples-- defmition of ......................................................1.34 general ......................... _: ................ 6.24-6.28 Review by CONTR\CTOR ............................... 6.25 Review by ENGINEER..............................C26, 6.27 related Work.....................................................6.23 submittalof .................................................6.24.2 submittal procedures ........................ .................. 6.25 Schedule of progress.............................2.6.2.8-2.9, 6.6. ................ I .......... .----- ....... 16.29. 10.4, 152.1 Schedule of Shop Drawing and Sample Submittals..............................1.6, 2.8-2.9, 6.24-6.28 Schedule of Values_........................__2.6, 2.8-2.9, 14.1 Schedules -- Adherence to ................................................... 15.2.1 Adjusting.......................................................... 6.6 Change of Contract Times ................................. 10.4 Initially Acceptable,,,,,,,,,,,,,,,,,,,,,,,___-,......... 2.8, 2.9 Preliminary..._................................................... 2.6 Scope of Changes ........ ................... ............ 10.3-10A Subsurface Conditions 4.2.1.1 Shop Drawings= - and Samples, general ................................ 6.24-6.23 Change Orders S Applications for Payments, and 9,7-9.9 definition of......................................................1.35 ENGINEER's approval of..................................3.6.2 ENGINEER's responsibility for review ..................................... 9.7, 6.24-6:23 related Work_........................._....._......._........4.23 review procedures...............................2.3, 6.24-6 28 Article or Paragraph Number submittal required, .......... .......................... 6.2-4.1 Submittal Procedures ......................................... 6.25 use to approve substitutions...............................6.7.3 Shown or Indicated...............................................4.3.1 Site Access......................................................72. 13.2 Site Cleanliness 6.17 Site, Visits to -- by ENGUEER...........................................9.2. 13.2 by others. 13.2 'special causes of loss" policy form, insurance ........................................................ 5.6.2 definition ot......................................................1.36 'Specifieations— defmation of....................................................J.36 of Technical Societies, reference to..................3.3.1 precedence......................................................1.3.3 Standards and Specifications of Technical Societies 3.3 Starting Construction, Before ............................... ? 5-2.8 Starting the Work ................. .....---..... 14 Stop or.Suspend Work -- by CONTRACTOR...........................................15.5 byOWNF.R......................................8.8, 13.10, 15.1 Storage of materials and equipment .................... .1, 7.2 Structural Loading, Safety........................................6.18 Subcontractor — Concerning ................................................ 6.8-6.1 1 definition of.....................................................1.37 delays... ... ............. ......... -.......... ........... ..._-...12.3 waiver of rights.......:........................................6.11 Subcontractors --in general..._............................6.8-6.11 Subcontracts --required provision.,,,..,,, 5.11, 611, 11.4.3 Subm ittals— Applications for Payment .............................. _... 14.2 Maintenance and Operation Manuals ............... 14.12 Procedures ........................................................ 6.25 Progress Schedules'......................................2.6, 2.9 Samples .................. ................................. 0.24-6. 28 Schedule of Valucs..................................... ^2.6, 14.1 Schedule of Shop Drawings and Samples Submissions ................... .... I............. 2.6, ? 8.2.9 Shop Drawings ........................................ 6.24-6.23 Substantial Completion — certification or ­ *,,,,,,,6.30.2.3, 14.8-14.9 definition of...................................................... 1.38 Substitute Construction Methods or Procedure$.. ...... 6.7._ Substitutes and "Or Equal' Items............................... 6.7 CONTRACTOR's Expense...........................6.7.1.3 ENCHNEER's Evaluation,,,,,,,,,,,,,,,,,,,,,, 6.7.3 " Or-E• qua I" ................................................... 6.7.1.1 Substitute Construction Methods UCDC. GENEIL4L CohDITIONS 1910-3 (1990 EDI nON) w! CITY OF FORT COLONS MODIFICATIONS (REV 91991) BID 7222 - Asphalt Overlay Page 65 of 266 SECTION 02500 QUANTITY ESTIMATE This work shalIcons ist of asphalt patching, asphalt overlays, surface grinding and preparation, geotextile paving fabric, and manhole and valve box adjustments 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 completed. Contractor agrees that he/she will make no claim for damages, anticipated profits, or otherwise on account of any difference between the amounts of Work actually performed and materials actually furnished and the estimated amount in these documents. Addendum 1 Page 5 of 11 7222 Asphalt Overlay Article or Paragraph Number or Procedures.............................................6.7.2 Substitute Items.........................„_,..„.,,,,,,,,.6.7.1.2 Subsurface and Physical Conditions -- Drawings of, in or relatng to,,,,,,,,,,,,,,,,,,,,,,,, 4.2.1.2 ENGLNEER's Review..............................„..,,,,;1.2.4 9 Limited Reliance by CONTRACTOR .-Authorized.............................._................9.^2 Notice of Differing Subsurface or Physical Conditions ........................................ 42.3 Physical Conditions.......................................4.2.1.2 Possible Contract Documents Change...............i.2.5 Possible Price andTimes Adjustments ................ 4.2.6 Reports and Drawings......................................4.2.1 Subsurface and....................................................:1r2 Subsurface Conditions at the Site..............._„4.2.1.1 Technical Data ................................................. 4.2.2 Supervision— CONTRACTOR's responsibility..........................6.I OWNER shall not supervise.................................8.9 ENGINEER shall not supervisp................9.2, 9.132 Superintendence..............................._.....................6 2 Superintendent, CONTRACTOR'S resident...............6.2 Supplemental costs. _ ... ........................................ 11.4.5 Supplementary Conditions-- definition of.....................................................1.39 principal references to.................1.10, 1,18, 2.2, 2.7, ................. ..... 4.2, 4 3, 5.1, 53, 5.4, 5.6-5.9, ................. .11,6.8,6.13,7.4,8.11,9.3,9.10 Supplementing Contract Documents ..........................3.6 Supplier -- definition of..............................................4......1.40 principal references to..... ... 4,,3.7, 6.5, 6.8-6.11, 6.20, ...-......_............................. 624, 9.13, 14.12 Waiver of Rights...............................................6.11 Surety — consent to final payment ..................... _ 14.12, 14.14 ENGINEER has no duty to................................9.13 Notification of ............................ ___10.1. 10.5. l5._ qualification of ......... ...... .................._......... 5.1-5.3 Survival of Obligations ..................................... .... 6.34 Suspend Work, OWNER Nlay........,,,,_,....._.,1J.10, R I5.1 Suspension of Work and Termination-;.................15 CONTRACTOR b1ay Stop Work or Terminate ............ ............. ....................... 1545 OWNER May Suspend Work .............................. 15.1 OWNER May Term inate ............................ 15.2-15.4 'faxes--Pavment by CONTRACTOR 6.15 Technical Data— Limited Reliance by CONTRACTOR...............:4.2.2 Possible Price and Times Adjustments ........ �1.2.6 Reports of Differing Subsurface and Physical Conditions ....................... :............ xiv 4 13 Temporary construction facilities....... I ....................... 4.1 Article or Paragraph Number Term ination— by CONTRACTOR _........_...... ...._ ................15.5 by OWNER........................................9.3, 15.1-15.4 of ENGINEER's employment .............................. 8 2 Suspension of Work-in general ............................. 15 Terms and Adjectives..............................................3.4 Tests and Inspections -- Access to the Work, by others ...........................13.2 CONTRACTOR'S responsibilities ......................13:5 cost of 13.4 covering Work prior to .............................. 13.6-13.7 Laws and Regulations(or)................................ 13.5 Notice of Defects. _: , .,...., ......... .... 13.1 OWNER May Stop Work .......... ......................13.10 OWNER's independent testing ...................... _..13.4 special, required by ENGINEER .........................9.6 timely notice squired ..................._.................. 13.4 Uncovering the Work, at ENGINEMes request_ ... ................ _....-...... _.............13.8-13.9 Times -- Adjusting....._.....................................................6.6 Change of Contract ...................... ........................12 Computation of................................................17.2 Contract Times--defmition of,.;1. I) day......._....................17.2.2 Ililestones..........................................................12 Requirements— appeals..... _......................................... 9.10, 16 clarifications, claims and disputes,.„..............9.11, 11.1 12 Commencement of Contract Times,,,,,,,,,,,,,,,, 23 Preconstruction Conference ............................. 2.3 schedules ......................................... 2.6. 2.9. 6.6 Starting the Work..........................................2.4 Title, Warranty of ................................................... 14.3 Uncovering Work ............ ................... ........ ..... 13.8-13.9 Underground Facilities, Physical Conditions— definition of....................................................1.41 Not Shown orIndicated.............................._.., 43.2 protection of ......................... -__................ 4.3, 620 Shown orIndicated..........................................4.3.1 Unit Price Work — claims.........................................................1.1.9.3 definition ot......................................4.............. 1.42 genera 111.9. 14.1. 14.5 Unit Prices -- general l 1.3. t Determination for ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,9.10 Use of Premises................................6.16, 6.13, 6.30.2.4 Utility owners.. 6._0. 7.1-7.3. 13.2 Utilization. Partial ....... ............ 1,28, 5.15.6.30.2.4, 14.10 Value of the Work ................................................... 11.3 Values. Schedule or 2.8-2.9. 14.1 E1Q7c QGNERAL CON'Dt rIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLD; IS MODIFICATIONS iREV 9/99i BID 7222 - Asphalt Overlay Page 66 of 266 Variations in Work --Minor Authorized..........._...._ .................... 6.25, 6.27, 9.5 Article or Paragraph Number Visits to Site --by ENGMTEER ................................... 9.2 Waiver of Claims --on Final Payment ... ................... 14.15 Waiver of Rights by insured parties '6................. $. 11, 6.11 Warranty and Guarantee. General-'_ CONTRACTOR................................................6.30 Warranty of Title, CONTPACTOR!3 ........................ 14-3 Work -- Access to 13.2 byothers . ............................................................ 7 Changes in the ....................................................10 10 Continuing the ............. .......... ..................... 6.29 CONTRACTOR Ltvlay Stop Work or Terminate....----........._ ............. .........15.5 Coordination ol�, 7.4 Cost of the j 1.4-11.5 definition of ... I ............. ­­' ............. ................ 1.4.3 neglected by CONTRACTOR ... ; ........................ l3_14 other Work 7 OWNER May Stop Work . ................................. 13.16 OWNER May Suspend Work.„................ 13.10, 15.1 Related, Work at Site ........... ....... ............ 7.1-7.3 Starting the ................. ......... 24 Stopping by COiNTI;LACTOR..".'*,'.'.'.'.*.'.'.'.'..*.'.'..'.*,'.'.'.*.*.'.'.1.5-.s Stopping by OWNER_ .............................. 15.1-15.4 Variation and deviation authorized, minor ........... 3.6 Work Change Directive — claims pursuant to .............................................. 10.2 definition of 1,44 principal rc61'r*e*nce's_to ...... ............... 15.3, 10.1-10:2 Written Amendment -- definition of .......................................................1.45 principal references to ............... 1. 10, 3.5. 5.10,15. 12, .........................G.6. Z' 6.S.2, 6,19, 10. 1, 10,41, 2' 12. ............................J,1" 1, 13.12.2, 14.7.2 Written Clarifications and interpretations .......... I ........................ 3.6.3. 9.4. 9.11 Written Notice Required — by CONTRACTOR ............................. 7.1, 9.10-9.11, 10.4. 11.2. 12.1 by OWNFR ............... 9.10-9.11, 10.4, 11.2, 13.14 %N EICDC. GENTELuL CONDITIONS 1910-3 (1"0 EDITIONJ w/ CITY OF FORT COUINSMODIRCATTONS (RFV 9f991 BID 7222 - Asphalt Overlay Page 67 of 266 xZi (This page lelt blank intentionally) EJCDC GE:IERA1. CONUMONS l910-S (1990 TUITION) w/ CITY OF FORT COLF.M. XIODtFICATIONS(RFV9199) BID 7222 - Asphalt Overlay Page 68 of 266 GENERAL CONDMONS ARTICLE 1—DEFINMONS Wherever used in these General Conditions or in the other Contract Documents the following terms have the meanings indicated which are applicable to both the singular and plural thereof: 1.1. Addenda —Written or graphic instruments issued prior to the opening of Bids which clarify, correct or change. the Bidding Requirements or the Contract Documents 1-2. Agreement —The written contract between OWNER and CONTRACTOR covering the Work to be performed: other Contract Documents arc attached to the Agreement and made apart thereof as provided therein. 13. Application for Payment=rhe form accepted by ENGINEER which is to be used by CONTRACTOR in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents, 1.4. Asbestos --Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration 1.5. Bid —The offer or proposal of the bidder submitted on the prescribed form setting forth the prices for the Work to be: performed. 1.6. Bidding Doctvnenis—The advertisement or invitation to Bid, instructions to bidders, the Bid form, and the proposed Contract Documents (including all Addenda issued prior to receipt of Bids). 1.7. Bidding Requirements —The advertisement or invitation to Bid instructions to bidders, and the Bid form. I.S. Bott&—Performance and Payment bonds and other instruments of security. 19. Change Onyer--A document recommended by ENGI EER_ which is signed by CONTRACTOR and OWNER and authorizes an addition, deletion or revision in the Work, or an adjustment in the Contract Price or the Contract Times, issued an or after the Effective Date of the Agreement. 1.10. Contract Documents —The Agreement Addends (which pertain to the Contract Documents), CONTR.ACTOR's Bid (including documentation accompanying the Bid and any post Bid documentation submitted prior to the Notice of Award) when attached as an exhibit to the Agreement, the Notice to Proceed, the. Bonds, these General Conditions, the Supplementary Conditions, the Specifications and the Drawings as the EtcoccEVEFLkL Cowlno, i 1910s (1990 Editim) w/ CI]Y OF FORT CDLLIhS \fODIFICATIO?1S [REV aC000) same are more specifically identified in the Agreement, together with all Written Amendments, Change Orders, Work Change Directives. Field Orders aril ENG124EER's written interpretations and clarifications issued pursuant to paragraphs31. 3.6.1 and 3.6.3 on or after the Effective Date of the Agreement. Shop Drawing submittals approved pursuant to paragraphs 6.26 and 6.27 and the reports and drawings referred to in paragraphs 4.2.1 and 4.12 are not Contract Documents. 1.11. Contract Price —The moneys payable by OWNER to CONTRACTOR far completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of paragraph 11.9.1 in the case of Unit Price Work). 1.12. Contract Times —The numbers of days or the dates stated in the Agreement (i) to achieve Substantial Completion, and (ii) to complete the Work so that it is ready for final payment as evidenced by ENGINEER's written recommendation of final payment in accordance with pnmgmph 14.13. 1.13. CONTRACTOR—'rhe person, fimt or corporation with whom OWNER has entered into the Agreement 1,14. defective —An adjective which when modifying the word Work refers to Work that is unsatisfactory, faulty or deficient in that it does not conform to the Contract Documents, or does not meet the requirements of any inspection_ reference standard, test or approval referred to in the Contract .Docu ncnts, or has been damaged prior to ENGINEER'S recommendation of final payment (unless responsibility for the protection thereof has been assumed by OWNER at Substantial Completion in accordance with paragraph 14.3 or 14,10). 1.15. Drawings --The drawings which show the scope, extent and character of the Work to be furnished and performed by CONTRACTOR and which have been prepared or approved by ENGINEER and are referred to in the Contract Documents. Shop drawings are not Drawings as so defined 1,16. EBective Date of the Agreement —The date indicated in the Agreement on which itbecomes effective. but if no such dace is indicated it meansthe date on which the Agreement is sitymed and delivered by the List of the two parties to sign and deliver. 1_17. ENGLVEER—The person, firm or corporation named as such in the Agreement. I.IS. ENGINEER's Consvltanl--A person firm .or corporation having a contract with ENG[i BEER to furnish services as ENGUEER's independent professional associate or consultant with respect to the Project and who is identified as such in the Supplementary Conditions 1.19. Field Orckr—A written order issued by ENGINEER which orders minor changes in the Work in accordance with paragraph 9.5 but which does not involve a change in the Contract Price or the Contract Times. BID 7222 - Asphalt Overlay Page 69 of 266 1 20. General Requirements -Sections of Division I of the Specifications. 121. Hazardous Waste -The term Hazardous Waste shall have the meaning provided in Section 1004 of the Solid Waste Disposal Act (42 USC Section 6903) as amended from time to time. 1.22.a. Laws and Regulations; Laws or Regulations -Any and all applicable laws. rules, regulations, ordinances, codes and orders of any and all governmental bodies, agencies. authorities and courts havirgjurisdietion. 1.22.b. Legal llolidays--shall be those holidays observed Iry the Citv of Fort Collins. 1.23. Liens -Liens charges, security interests or cncumbrances upon real property or personal property. 1.24. Afilesrone--A principal event specified in the Contract Documents relating to an intermediate completion date or time prior to Substantial Completion of all the Work. 125. Arotie,: of Award --A written notice by OWNER to the apparent successful bidder stating that upon compliance by the apparent successful bidder with the conditions precedent enumerated therein, within the time specified, OWNER will sign and deliver the Agreement. 1.26. Modce to Proceed -A written notice given by OWNER to CONTRACTOR (with a copy to ENGfNEER) fixing the date on which the Comma Times will commence to run and on which CONTRACTOR shall start to perform CONTRACTOR'S obligations under the Contract Documents. 127. ORIVER-The public body or authority. corporation, association, firm or person with whom CONTRACTOR Ins entered into the Agreement and for whom the Work is to be provided. 128. Partial Utilration-Use by OWNER of a substantially completed part of the Work for the purpose for which it is intended (or a related purpose) prior to Substantial Completion of all the Work 1.1-9. PCBs -Polychlorinated biphenyls. 1.30. Petroleum -Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil. oil sludge, oil refuse, gasoline, kerosene and oil mired with other non -Hazardous Wastes and crude oils. 1.31. Project -The total construction of which the Work to be provided under the Contract Documents may be the whole, or a part as indicated elsewhere in the Contract Documents 132.a. Radioactive Xfaterial-Sources special nuclear, or byproduct material as defined by the Atomic Energy Act of E1CI)C GHAER.V. CONDITIOAS 1910 8 (1990 E(itim) wl CITY OF FORT COLU hS \MODIFICATIONS (REV 40000) 1954 (42 USC Section 201 I et seq.) as amended from time to time. 132.b. Reeular IVoritine Hours -Regular working hours are defined as TOO= to 6:OOom unless otherwise .specified in the General Requirements. 1.33: Resident Project Representative -The authorized representative of ENGINEER who may be assigned to the site or any part thereof 1.34. Samples -Physical tramples 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. Slop 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 comma 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 for a specified part thereof) has progressed to the point where, in the opinion of ENGINEER as evidenced by ENGLNEER's definitive certificate of Substantial Completion, it is sufficiently complete, in accordance with the Contract Documents, so that the Work (or specified part) can be utilized for the purposes for which it is intended; or if no such certificate is issued, when the Work is complete and ready for final payment as evidenced by F.NUiIEER's written recommendation of final payment in accordance with paragraph 14.13. The terms 'substantially complete" ant[ 'substantially completed" as applied to all or par of the Work refer to Substantial Completion thereof, 1.39. Supplementary Conditions -The pan of the Contract Documents which amends or supplements these General Conditions. 1.40. Supplier -A manufacturer, fabricator. supplier, distributor, materialman or vendor having a direct contract with CONTRACTOR or with any Subcontractor to turnish materials or equipment to be incorporated in the Work by CONTRACTOR or any Subcontractor. 1.41. Underground Facilities -All pipelines, conduits. ducts cables, wires, manholes, vaults, tanks tunnels or other such facilities or attachments, and any encasanents containing such facilities which' have been installed underground to furnish any of the following services or BID 7222 - Asphalt Overlay Page 70 of 266 materials: electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, sewage and drainage removal, tragic or other control systems or water. 1.42. Uitit Price {Nark —Work to be paid for on the basis of unit prices. 1.43. Work —The entire completed construction or the various separately identifiable parts thereof required to be furnished under the Contract Documents. Work includes and is the result of performing or furnishing labor and furnishing and incorporating materials and equipment into the oorsstruction, and performing or furnishing services and furnishing documents, all as required by the Contract Documcntc 1.44, {fork Clrarzge Direcdva—A written directive to CONTRACTOR, issued on or after, the Effective Date of the Agreement and signed by OWNER and recommended by ETG rNEER, ordering an addition deletion or revision in the Work, or responding to differing or unforeseen physical conditions under which the Work is to be performed as provided in paragraph 4.2 or 4.3 or to emergencies under paragraph6.23. A Work Change Directive will not change the Contract Rice or the Contract Timm but is evidence that the parties e:epect 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 xis provided in paragraph 10.2 1.45. I4nttrn .4menhnent—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 nonengincering or nontechnical rather than strictly construction -related aspects of the Contract Documents. ARTICLE 2—PREUNIIINARY MATTERS Delivery of Bonds: 2.1. When CONTRACTOR delivers the executed Atweements to OWNER CONTRACTOR shall also deliver to OWNER such Bonds as CONTRACTOR may bt required to furnish in accordance with paragraph 5.1. CopiesofDo mems.• ^_2 OWNER shall furnish to CONTRACTOR up to ten copies (unless otherwise specified in the Supplementary Conditions) of the Contract Documents as me reasonably necessary for the execution of the Work. Additional copies will be furnished, upon request, at the cost of reproduction Commencement of Contract Times; Notice to Proceed' 2.3. The Contract Times will commence to run on the thirtieth dav�after the Effective Date of the Agreement or, MDCciENMkL CO,NDMONS 1910 3 (1990 E(titim) av/ QTY OF FOR r C'OLLI NS MODIFICATIONS (REV d6000) if a Notice to Proceed is given, on the day indicated in the Notice to Proceed. A Notice to Proceed may be given at any time within thirty days after the Effective Date of the Agreement r_ _ ...t n.. r•:,_._AW TiM N oFBid-opereingoFthtthittietlydey-after-thtBiCaetivo-Dete opthe-rVgreemertE; whieheverelate�is�arlier. Starting the Work: 2_.4. CONTRACTOR shall start to perform the Work on the date when the Contract Times commence to tun, but no Work shall be done at the site prior to the date on which the Contract Times commence to run Before Starting Construction: 2.5. Before undertaking each part of the Work, CONTRACTOR shall carefully study and compare the Contract Documents and check and verify pertinent figures shown thereon and all applicable field measurements. CONTRACTOR shall promptly report in writing to ENGINEER any conflict, error, ambiguity or discrepancy which CONTRACTOR. may discover and shall obtain a written interpretation or clarification from ENGINEER before proceeding with any Work affected thereby; however, CONTRACTOR shall not be liable to OWNER or ENGINEER for failure to report any conflict, error, ambiguity or discrepancy in the Contract Documents, unless CONTRACTOR knew or reasonably should have known thereof. 2.6. Within ten days after the Effective Date of the Agreement (unless otherwise specified in the General Requirements), CONTRACTOR shall submit to ENGINEER for review: 2.6.1. a preliminary progress schedule indicating the times (numbers of days or dates) for starting and completing the various stages of the Work, including any;vfilesiones specified in the Contract Documents; 2.6.2. a preliminary schedule of Shop Drawing and Sample submittals which will list each required submittal and the times for submitting, reviewing and processing such submittal; 2.6.2.1. In no case will a schedule be ac«ptable which allows less than 21 calendar days for each review by En6neer. 2.63. A preliminary schedule of values for all of the Work which will include quantities and prices of items aggregating the Contact Price and will subdivide the Work into component parts insufficient detail to serve as the basis for progress payments during construction Such prices will include an appropriate amount of overhead and profit applicable to each item of Work 2.7. Before any Work at the site is started CONTR GI'OR and OWNEIF shall eaeh deliver to the 94w OWi`.E with copies to i,a_...i fiAd .w. v ...,.I ._ _..., ..-,._di s ENGINEER BID 7222 - Asphalt Overlay Page 71 of 266 certificates of insurance (and other evidence of insurance reesambly--Fuquest requested by O\VNER) which CONTRACTOR is required to purchase and maintain in accordance with paragraphs 5.4-, 5 "rtd-r7. Preconstrvction Conference: 2.3. Within twenty days after the Contract'rimes 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. lnhiaffy Acceptable Schedules: 29. Unless otherwise provided in the Contract Document-, at leas rat Applie ^^ rR a F lulll. �.°^, before env work at the site begins a conference aucnded by CONTRACTOR. ENGINEER and others as appFopfiata 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 LV-i ement§, CONTRACTOR shall have an additional ten days to make corrections and adjustments and to complete and resubmit the schedules. No progress payment shall be made to CONTRACTOR until the schedules are submitted to and acceptable to ENGINEER as provided below. The progress schedule will be acceptable to ENGINEER as providing an orderly progression of the Work to completion within any specified Milestones and the ContractTimm but such acoeponce will wither 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. CONTRAC'TOR's schedule of Shop Drawing and Sample submissions will be acceptable to ENGNEER as providing a workable arrangement for reviewing and processing the required submittals CONTRACTOR's schedule of values will be acceptable to ENGINEER as to Comm and substance. ARTICLE 3—CONTRACT DOCUMENTS: I1"TENT, 4AfE\DING, REUSE Intent 3.1. The Contract Documents comprise the entire agreement between OWNER aril CONTRACTOR concenwm_ the Work The Contract Documents are complementary; what is called for by one is as binding as if called for by all. The Contract Documents will be construed in accordance with the law of the place of the. Project. 3.2. It is the intent of the Contract Documents to EXI)C OENEit.V. CONDITIONS 19105 (1990 Edtim) a'(CITY OF FORT COLLI NSMODIFIC.ATIONS(REV,I ao0) describe a functionally complete Project (or part thereof) to be constructed in accordance with the Contract Documents. Any Work. . materials or equipment that may reasonably be inferred from the Contract Documents or From prevailing custom or trade usage as being required to produce the intended result will be famished 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. Specifncatfons of Technical Societies,- Reporting and Ravohing Discrepanchm 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 oropening of Bids (or, on the Effective Date of the Agreement of there were no Bids), except as may be otherwise specifically stated in the Contract Documents 3.3.2. IC dulling 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 taw or Regulation applicable to the performance of the Work or of any such standard spccification, manual or code or of any instruction of any Supplier referred to in paragraph 6.5. CONTRACTOR shall report it to ENGINEER in writing at once, and, CONTRACTOR shall not proceed with the Work affected thereby (except in an emergency as authorized by paragraph 6.23) until an amendment or suppplement to the Contract Documents has txuen 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 ENGNEER for failure to report any such conflict, error, :ambiguity or discrepancy unless CONTRACTOR knew or reasonably should have known thereof. 3.3.3. Except as otherwise specifically staled in the Contract Documents or as may be provided by amendment or supplement thereto issued by one of the methods indicated in pirngrnph3.5 or 3.6. the provisions of the Contract Documents shall take precedence in resolving env conflict, error, {ambiguity or discrepancy between the provisions of the Contract Documents and: 3.3:3.1. the provisions of any such standard. specification, manual, code or instruction (whether or not specifically incorporated by reference in the Contract Documents); or BID 7222 - Asphalt Overlay Page 72 of 266 3.3.3.2. the provisions of any such Laws or Regulations applicable to the performance of the Work (unless such an interpretation of the provisions of the Contract Documents would result in violation of such Law or Regulation). No provision of am such standard specification, manual, code or instruction shall be effective to change the duties and responsibilities of OWNER, CONTRACTOR or ENGINEER, or any of their subcontractors, consultants, agents or employees from those set forth in the Contract Documents, nor shall it be effective to assign to OWNER, ENGINEER or amr of FNGINEER's Consultants, agents or employees any duty or authority to supervise or direct the furnishing or performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of paragraph 9.13 or any other provision of the Contract Documents. 3.4. Whenever in the Contract Documents the terms "as ordered", "as directcd", "as required", "as allowed", "as approved" or terms of like effect or import are used or the adjectives "reasonable", "suitable", "acceptable", "proper" or "satisfactory" or adjectives of like effect or impart are used to describe a requirement direction, review or judgment of ENGINEER as to the Work, it is intended that such requirement, direction, review or judgment will be solely to evaluate, in general, the completed Work for compliance with the requirements of and information in the Contract Documents and conformance with the design concept of the completed Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). The use of any such term or adjective shall not be effective to assign to LNGEOEER any duty or authority to supervise or direct the furnishing or performance of the Work or any duty or authorityto undertake responsibility contrary to the provisions of paragraph 9.13 or arty other provision of the Contract Documents. .tmenrGng and Supplementing Contract Documents 3.5. The Contract Documents may be amended to provide for additions, deletions and revisions in the Work or to modify the terns and conditions thereof in one or more or the following ways: 3.5.1. a format Written Amendment 3.5.2. a Change Order (pursuant to paragraph 10.4), or EX -DC GENEFUL CONDITIONS 19105 (1990 Ed uca) NV/CITY OF FORT COLLIhSNIODIFICATIONS(REV IC000) 3.5.3. a Work Change Directive (pursuant to paragraph 10.1). 3.6. In atklition, 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 Oder (pursuant to paragraph 9.5), 3.6:2. ENGINEOVs approval of a Shop Drawing or Sample (pursuant to paragraphs 6.26 arxi 6.27), or 3.6.3. ENGINEER's written interpretation or clarification (pursuant to paragraph 9.4). Reuse ojDocutnents: 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 OIW, FR (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 ENGINEER ARTICLE 4—AVALLABILTTY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCE POINTS availability ojLanth 4.1, OWNER shall tumish, as indicated in the Contract Documents, the lands upon which the Work is to be performed rights-ofway and easements for access thereto, and such other lands which are &e ignawd for the use of CONTRACTOR Uparreesonabla wFittrrrretluest OWNER shall identify any encumbrances or restrictions not of general application but specifically related to use of lands so furnished with which CONTRACTOR wilt have to comply to performing the Work. Easements for permanent structures or permanent changes in existing Facilities will be obtained and paid for by O%VNEE� unless otherwise provided in the Contract Documents. If CONTRACTOR and OWNER are unable to agree on entitlement to or the amount or extent of any adjustments in the Contract Price or the Contract Times as a result of any delay in OWNER's furnishing these lands, rights -of - way or easements. CONTRACTOR may make a claim therefor as provided in Articles I I and 12. BID 7222 - Asphalt Overlay Page 73 of 266 CONTRACTOR shall provide for all additional lands and access thereto that may be required for temporary construction facilities or storage of materials and equipment. 4.1 Subsurface and Physical Conetitions' 4.2. Reports and Drmvings: Reference is made to the Supplementary Conditions for identification of• 4.2.LI. Subsurface Conditions: Those reports of explorations and tests of subsurface conditions at or contiguous to the site that have been'utilized by ENGNNEER in preparing the Contract Documents; and 4.2.1.2. Physical Conchrions.- Those drawings of physical conditions in or relating toexisting surface or subsurface structures at or contiguous to the site (except Underground Facilities) that have been utilized by ENG ,VEER in preparing the Contract Documents. 4.2.2. Limited Reliance by CONTRACTOR Auhorned: Teclunfcal Data: CONTRACTOR may rely upon the general accuracy of the "technical data" contained in such reports and dmwmgs, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementay Conditions. Except for such reliance on such "technical data", CONTRACTOR may not rely upon or make any claim against OWNER, ENGINEER or any of ENGNEEk's Considtans with respect to: 4.2 2.1. the completeness of such reports and drawings for CONTRACTOR's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of construction to be employed by CONTRACTOR and safety precautions and programs incident thereto, or 4.2:2:2. other data. interpretations, opinions and information contained in such reports or shown or indicated in such drawings, or 4.2 2.3. any CONTRACTOR interpretation of or conclusion drown from any "technical data" or any such data, interpretations, opinions or information. 4:2.3. Notice of Diering Subsurface or Physical Conditions. If CONTRACTOR believes that any subsurface or physical condition at or contiguous to the site that is uncovered or revealed either. 4.2.3.1. is of such a nature as to establish that any "technical dam" on which CONTRACTOR is entitled to rely as provided in pamtrphs 4.2.1 and 4.2.2 is materially inaccurate, or 4.2.3.2. is of such a nature as to require a change in the Contract Documents or 4.2.3.3. differs materially from that shown or EICDCGE:FRAL CONDMORS 19105 (1990 E(Atian) tt'! C.17Y OF FORT COLLI \S h1ODIFICA'r10NS (REV .I1!000) indicated in the Contract Documents, or 4.2.3.4. is of an unusual nature, and differs materially from conditions ordinarily encountered aril generally recognized as inherent in work of the character provided for in the Contract Documents; then CONTRACTOR shall, promptly immediately after becoming aware thereof and before further disturbing conditions affected thereby or performing any Work in connection therewith (except in an emenency as permitted by pamgraph6.23), 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. E.NGINEER's Review: ENGINEER will promptly review the pertinent conditions, determine the necessity of OWNER's obtaining additional exploration or tests.with respect thereto and. advise OWNER in writing (with a copy to CONTRACTOR) of ENGINEER's findings and conclusions. 4.2.5. Possible Contract Documents Change; If ENGINEER concludes that a change in the Contract Documents is required as a result of a condition that mces one or more of the categories in paragraph 4.2.3. a Work Change Directive or a Change Order will be issued as provided in Article 10 to reflect and document the consequences of such change. 4.2.6. PossibL, Pike and Times A4ustmentr: An equitable adjustment in the Contract Price or in the Comma Times, or both, will be allowed to the extent that the existence of such uncovered or revealed condition causes an increase or decrease in CONTRACTOR's cost of, or time required for performance of the Work; subject, however, to the following: 4.2.6.1. such condition must meet any one or more of the categories described in paragraphs 4.2.3.1 through 4.2.3.4, inclusive; 4.2.62. a change in the Contract Documents pursuant to paragraph 4.2.5 will not be an automatic authorization of nor a condition prceedatt to entitlement to env such adjustman; 4.2.6.3. with respect to Work that is paid for on a Unit 1'rice Basis, any adjustment in Contract Price will be subject to the previsions of paragraphs 9.10 and l 1.9: and 4.2.6.4. CONTRACTOR shall not be entitled to anyadjustmentin the Contract Price or Times if; 4.2.6.4.1. CONTRACTOR knew of the existence of such conditions at the time CONTRACTOR made a final commimtent to OWNER in respect of Contract Price and Cantina T imes by the BID 7222 - Asphalt Overlay Page 74 of 266 submission of a bid or becoming bound under a negotiated contract; or 4.2.6,4.2. the existence of such condition could reasonably have been discovered or revealed as n 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 CONTR.ACTOR's making such fatal commitment; or 4.2.6.4.3. CONTRACTOR failed to give the written notice within the time and as required by paragraph 4.2.3. If OWNER and CONTRACTOR are unable to agree on entitlement to or as to the amount or length of ,my such equitable adjustment in the Contract Price or Contract Times, a claim may be made therefor as provided in Articles I I and 12. However, OWNER, ENGNEER and FNI GINEER's Consultants shall not be liable to CONTRACTOR for any claims, casts, losses or damages sustained by CONTRACTOR on or in connection with any other project or anticipated project 4.3. Physical Condlltions-Underground Facilities.' 43.1. Shoattorhid sate& 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 accuracv or completeness of any such information or data; and 4.3.1.2. The cast of all of the following will be: included in the Contract Price and CONTRACTOR shall have full responsibility for: (i) reviewing and checking all such information and dam, (ii) locating all Underaround Facilities shown or indicated in the Contract Doeuments,(iu) coordination of the Work with the owners of such Underground Facilities during construction and '(iv) the safety and protection or all such Underground Facilities as provided in paragmph6.20 and repairing any damage thereto resulting from the Work. 4.3.2. Nor Shoxn or Inehcated: If an Underground Facility is uncovered or reveled at or contiguous to the site which was not shown or indicated in the Contract Documents, CONTRACTOR shall. promptly immediately after becumingaware thereof and before further disturbing conditions affected thereby or Performing any Work in connection therewith (except in an emergency as required by paragraph6.23). identify the owner of such Underground Facility and EKDCOENER.tL COWITIOM3 19103 (1990 EHlim) w/ CITY OF FORT COLLI NS MOMFICATIONS (REV JC000) give written notice to that owner and to OWNER and ENGINEER ENGINEER will promptly review the Underground Facility and determine the extent, if any, to which a change is required in the Contract Documents to reflect and document the consequences of the existence of the Underground Facility. If ENGINEER concludes that a change in the Contract Documents is required a Work Change Directive or a Change Order will be issued as provided in Article 10 to reflect and document such consequences. During such time. CONTRACTOR shall be responsible for the safety and protection of such Underground Facility as. provided in paraggraph6.20. CONTRACTOR shag may be allowed an increase in the Contract Price or an extension of the Contract Times, or both, to the extent that they are attributable to the existence of any Underground Facility that was not shown or indicated in the Contract Documents and that CONTRACTOR did not know of and could not reasonably have been expected to be aware of or to have anticipated If OWNER and CONTRACTOR are unable to agree on entitlement to or the amount or length of any such adjustment in Contract Price or Conamet Times, CONTRACTOR may make n claim therefor as provided in Articles I t and 12. However, OWNER, ENGTIN F.ER and ENGiNEER's Consultants shall not be liable to CONTRACTOR for any claims, costs, losses or damages incurred or sustained by CONTRACTOR on or in connection with any other project or anticipated project. Reference Points.• 4.4. OWNER shall provide engineering surveys to establish reference points for construction which in ENGINEER's judgment are necessary to enable CONTRACTOR to proceed with the Work. CONTRACTOR shall be responsible for laying out the Work, shall protect and preserve the established reference points and shall make no changes or relocations without the prior written approval of OWNER CONTRACTOR shall report to ENGINEER whenever any reference point is last or destroyed or requires relocation because of necessary changes in grades or locations, and shall be responsible for the accurate replacement or relocation of such reference points by professionally qualified personnel. 4.5. Asbestos. PCBs, Petroleunr,11autrdlous (Paste or Radioactive Material: 4.5.1. OWNER shall be responsible for arty Asbestos, PCBs, Petroleum, Hazardous Waste or Radioactive Material uncovered or revealed at the site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Wort: and which may present a substantial danger to persons or property exposed thereto in connection with the Work at the site. OWNER shall not be responsible for any such materials brought to the site by CONTRACTOR, Subcoritntctom Suppliers or anyone else for whom CONTRACTOR is responsible. BID 7222 - Asphalt Overlay Page 75 of 266 SECTION 2500 QUANTITY ESTIMATE STREET FROM TO Bobcat Style Milling <3" Bobcat Style Alilling- ]act, T'1'hihicluckauss General Excavation <7 UU c}' Excavation- Muck Borrow <IUO Tun Rock \\'atlle Crumb Rubber \Value Adjust Vulvc Box Adj. V-box w/ Tyler 6860 Series, Item R69, Screw Type Adj. Riser Unite SY S\'-IN C\ CY ']ON LF LF EA EA S I.EMAY AVE. Ii HARMONY RD IIORSETOOTH RD 25.00 20,W 18,00 3.00 BOARDWALK Arc. Suh'1.m 11,00 11.110 2&Il0 ILIIII O.UO U.011 20A10 IB 1Rl 3.00 BOARDWALK DR I.ANDINOS DR 17 HARMONY RD 20,00 14U0 Are. Suh'I'mul 000 0.00 O.UU IL00 000 201111 000 16,W 0.00 LINDEN ST JEFFERSON ST VINE DR 2000 4.00 "'EST DRAKE Area Sub Total VOU 0W U.UU UAU U00 U.W 2VLU J.W , WDItAKERD SCOLLEGE AVE MEADOWLARK AVE 511.00 511.1111 IIIIII WHEAT ON I• nu ASub'Ibwl 0.00 O.UO U.00 U,IIU O.UO SU.00 SLLW ILUU 0.00 WIIIIA'ION DR SLVAIAY AVE EHARMONY RD IU.UU 10,00 II.W CONIFER dnv Snb Tatal OW U.UO LL00 U.W 0.00 10.00 IO.W 1100 0.00 CONIFER ST NCOLLEGE AVE NLEMAI'AVE 20.UU 20.00 IJ.W HAMPSHIRE SQUARE Area Suh Tulal 0.00 O.UU O,UO ILIIU 0.00 2000 20D0 IJ.IIU 0.00 VALLIiY FORG6AVE S*1'AFT HILL RD HAMPSHIRE RD I0.110 1000 13.00 IIAAII'SHIRIi SQUARE VALLIiY FORGE AVE \'ALLEYFORGIi AVE 10 On IU.W ZW VALLEY FORGE AVE11•F01.1 IIAMPSHIRE RD HAMPSHIRE SQ 1000 10 W 2.01) HORSETOOTH Area Suh Total O.OV 0U0 OLO ILW 0.00 3000 }U.W 22.00 1 0.00 E I IORSF.TOOTI I ROAD ICOLLEGE AVE TIMBERLINE RD Ra ou 2W.00 000 25.00 50,00 60.W 50.00 3100 3.00 Area Snb'I'wu1 IOU.OU 2W.OU U.00 50.U0 GUW 5U.U0 JlLO },UO '010 NER ROAD E'IRILBY ED NORTH END t 0nrcuubIwul"0 LEXINGTON GREEN 0.00 O.UU 000 IU,UO 0.00 O00 0.00 SHIT17217LD CIR E R W VALLE11'ORGE AVE SHEFFIELD CIR o' WNDSOR COURT iCONSTITUTION AVE JEAST END 1000 ONLY) Are. Sub Towl U.00 000 000 0.00 0.00 10 ou On O.OU O.W CIItANDTE'I'UN PL ZIEULER RD 1NI17SA VERDES'I' 1R00 YIi110WS'1'ONF, I'IR GRAND TF'rON 1'1. I?ND Area S.1, 1'.1.11 000 1 000 1 U.UO 0,or) LLUO IOU, 0.00 U.W 0.00 Addendum 1 Page 6 of 11 7222 Asphalt Overlay 4.i-2--69?ITPr\�9Rshellimmadietaly=(t}set reel r_et: L. _.. r such-notice-itrwFitieg�FllF`PFF32-shell-promptly cxlreu}t-with-E�ifr sF�FEER-coeteetturg�-the-necessity-fen EZIMt'�3f+R-to-retain-t�qualiCtacl-axpaR-to-acslueta-such rePti�R-\6T9R-shlelFmtFi�a-requerc.!-terexm,a-WE�rk Rnv-retlu iced-pemtits-raleted-thereto-end-dzh�r�ed--to that si nL .tooth,:^_ it any na•....ted area F has wean JJ C �--„- j.. .L. si Wadi may be .n_a -n c.l.. *r nurn S .._d rn�rro l!-rno .. .. ���VtkmCm--t9. 8F L _r r lVeFirst�gez.�;ach-special-eenditiens-under--which' C-9�FR�'It�FF�R-dyes-rnoEngrzz-to-rasrun a-s{,neh.,-�w�,o�r,,k� R B—r25llffld'-SaBL „•..,�tR...I.F 911 �Pcc-rt^ e3il den er rrsuelrtttT ,L. uS.J. If nl,nrco and rrnrru er-•rno ,. RgreaR3rEET2FltidamanE[ETeFIINTFnIi}tNIf1EOFe)(FeFlEt�Rm Rdjus ier:rtrr£aeETinxs 21EilaFpefE}=mAy-mRli*Tit-eIARiFi±larafOFAS•pFOKkded-IA portion-o�Eha-lkorlt-parfomned-by-rJK�IEI� torcasx-others-in-aoeordAttca-with :�rtiela� Regulatiore,-QVnN6R-shRll-irtrlamrti{'y-and-hold hermlass 64h�1-TR�ST�Jf� Sabconfrwtors ENrNR ,-NGNEEo•s rameicistilt....,., officers, dirwoF*----emplo-vees.igents. -etheF wrtstF {tAnts-and-subeont ras tots-d=aR ch-end-env-cnf thrnrftum-and- �•ainsE-all-elaunxcusts-tosves-artd <knmRaes-RFisiFg-out-o€-oF-Fasu{Eing-€rort�sue4i oust-loss-or-damage-is-aEtFilntmble-to-bodi{y-m1ury; 6€--i$RamiL' PFOPPefty (OtheF t6..t. 6. IWAFI. WlI) inckalit�-the-toes-o€-user-rasulEirt� tharaGom-eml (ir}nuthir� iFrthis-subpmrR•�taph-45:•i-shall-ub{rBaEe C�L�-'>:ER-[o-inckmnifv-Pray-parson-oF-entity-bent-Rnd owrrn gligenee: -. er�t�»rw�rn�`arnsrs�n 1�l�IRIfRllll!Al�.- FICDCOENIERAL CouorltO+s 1910a (1990 e,auai) lv/ CITY OF FORT COLLI NS NODIRCAT1ONS (REJ 42000) ARTICLE 5-BONDS AND ENSUR NCE Performance, Payment and Other Bonds: 5.1. CONTRACTOR shall furnish Performance and Payment Bonds, each in an amount at least equal to the Contract Price as security for the faithful performance and payment of all CONTRAC€OR'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.Aeceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Audit Stag Bureau of Government Financial Operations, U.S. Treasury Department All Ponds signed by an agent must be accompanied by a certified copy of such agent's authority to act. 5.2. If the surety on any Bond famished by CONCR.ACTOR is declared a bankrupt or becomes insolvent or its right to do business is terminated in any state where any part of the Project is located or it ceases to meet the requirements of paragraph 5.1, CONCRACTOR shall within tat days thcrmttcr substitute another Bond and surety, both of which must be acceptable to MVI BR 5.3. Licensed Sureties and Insurer; CerriJlcntes of Insurance: 5.3.1. All Bonds and insurance required by the Contract Documents to be purchased and maintained by OWNER or CONTRACTOR shall be obtained from surety or mstimnce companies that are duly licensed or authorized in the jurisdiction in which the Project is located to issue Bonds or insurance policies for the limits and coverages so required Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.3.2. CONTRACTOR shall deliver to OWNER with copies to each additional insured identified in the Supplementary Conditions; certificates of insurance (and other evidence of insurance requested by OWNER or any other additional insured) which CONTRACTOR is required to purchase artd maintain in acccr4ma: with pnmaraph 5.4. C1VNER-shall edditiomtl-ia>sired-identified-ire-the-Sapplementety a with i,.,.gi..p. Ln 4 and _ 7 he tart rr_C or BID 7222 - Asphalt Overlay Page 76 of 266 CONMCTOR's Liability Insrrance., 5.4. CONTRACTOR shall purchase aril maintain such liability and other insurance as is appropriate for the Work being performed and htrnished and as will provide protection from claims set forth below which may arise out of or result from CONTRACTOR's performance and furnishing of the Work and CONTRACTOR'S other obligations under the Contract Documents, whether it is to be performed or furnished by CONTRACTOR any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform or furnish any of the Work; or by anyone for whose acts any of them may be liable: 5.4.1. claims under workers compensation, disability benefits and other similar employee benefit acts; 5.4.2. claims for damages because of bodily injury, occupational sickness or disease, or death of CO; ITRACI'OR's employees; 5.43. claims for damages because of bodily injury, sickness or disease, or death of any person other than CONTRACTOR's employees; i:�1--1-elniius-for-dmaagrs-insurzd-Hy-eust.�rrt ary f k-p*sea by OEh¢Fic�Snn: _ 5.4.5. claims for damages, other than to the Work itself because of injury to or destruction of tangible property wherever located, including loss of use resulting therefrom; and 5.4.6. claims for damages because of bodily injury or death of any person or property damage arising out of the ownership, maintenance or use of any motor vehicle. The policies of insurance so required by this paragraph 5.4 to be purchased and maintained shall: 5.4.7. with respect to insurance required by paragraphs 5.4.3 through 5.4.6 inclusive and 5.4.9, include as additional insureds (subject to any customary exclusion in respect of professional liability). OWNER ENGNEER. ENGhNEER's Consultants and any other persons or entities identified in the Supplementary Conditions, all of whom shall be listed as additional insureds, and include coverage for the respective officers and employees of all such additional insureds; 5.4.8. include the specific coverages and be written for not less than the limits of liability provided in the Supplementary Conditions or required by Laws or Regulations, whichever is greater, 5.4.9. include completed operations insurance; E1CD(; GENEFLAL CONDITIONS 1910-3 (1990 Edticn) w/ CITY OF FORT COLLMI NIOOIRCdTIONS(REV 40000) 5.4.10include contractual liability insumnce covering CONTR-ACTOWs indemnity obligations under paragraphs 6. l2. 6.16 aml 6.31 through 6.33; 5.4.11. contain a provision or endorsement that the coverage afforded will not be cancelled, materially changed or renewal refused until at least thirty days' prior written notice has been given to OWNER and CONTRACTOR and to each other additional insured identified in the Supplementary Conditions to whom a certificate of insurance has been issued (and the certificates of insurance furnished by the CONTRACTOR pursuant to paragraph 5.3.2 will so provide); 5.4.12. remain in effect at least until final payment and at all times thereafter when CONTRACTOR may be correcting, removing or replacing diyuvtive Work in accordance with paragraph 13.12; and 5.4.13with respect to completed operations insurance, and any insurance coverage written on a claims -made basis, remain in effect for at least two years after final payment (and CONTRACTOR shall furnish OWNER and each other additional insured identified in the Supplementary Conditions to whom a certificate of insurance has been issued evidence satisfactory to OWNER and any such additional insured d continuation of such insurance at final payment and one year. thereafter). OM ER's Liabiliiry Insurance. 55. In addition to insurance required to be- provided by CONTRACTOR under paragraph5.4. OWNER, at OWNER's option,. may purchase and maintain at OWNER's expense OWNER's own liability insurance as will protect OWNER against claims which may arise from operations under the Contract Documents: Property Insurartee. is6.. Unless-otherwiscrprovided-in-the-Supple zm5r 6onditierus,-Olk-NL•I�-shall-purslmse-and-maintain of-the-full-repktczmznt-eat-thzrzo�(subjzst-tu--sash clzdtwt ible-n mounEs-tu-mnv-b�providatl-in-tha Suppkmentuy-Conditiuns-or-required-bv Laws -and Raeulations).-This-itvsuranco-shnf� :iryry6��-��l—���ir��le�++lode�IJ—JtheC—ittterests--ol=���eeFlW�'��N..E�i{{j�j OCR'�'a'PQtC 7'r'crtG aT L.va6mma�vFS tltvlr,i-�vrnS 6?:EiPIG ken-prv.,ens-er znti! ies-idenlif tzd-in-the-Supplzmemery-6undH iotts; eaelroEwhum-is•decme�to-have-an-ittsarablr interest and -shaft -be -listed us-an.insuredur-udditionnI-insured; }ET.-=—be-WTtHCit-tNt-ft-ButiElC!'YR151e�a1 f-f ISIi'-0E tNess er E'xk"'t" .o Rast the folln'�-ving-perils: fire, 1iiM91-44ended BID 7222 - Asphalt Overlay Page 77 of 266 wczfega--[tent£-rvtcietisnr-end-laRticious-RtisehiaF. FaMOVRI, EkERONUOR S6-:i-irteladt-t Ipnnsnrifn:urrzet-ierthn-rnpeirvr replesemzrit-o arty -in Fe(z property-(uislu6iEg-Fillet-not P_it-(' F.... _d ..L.m,... ,.0 _., BFalliFnei53; _ _ - EX-RF-aneF}EaFIE1PRfrvn-FtffiF W 8.4-AF"F2nd-[D-iRtYFltm�4-bMPFOM'icled that sunh materials and equipment have been >6be mainn O%V�46D C-04T %GTQR an(.', CNY,_P;R1;D ..ith shirr a �ciw-..r-not is,rto-zesh�EheF-ectditientrl IRS _J 'wha- H. Ftifin._ of imsufflnee has u.._ SSu n such bailer a o-s-may-brfagarfzd-by-tits-SupplammteEy-EerldRxxer-oF G)AWED rnwmDsrrno c. t.,.._...,..... c_vrnrcco cvr_r�mco�,. r...... L.._.. and _ ...hef .., in the Supplem entai'y 19-daamad-tdiiRi'2afFtfSUfabitttEE2ba-i1a5 R F-AddIti AnAl -ill fad: ..rt.... .'id Na-0 9WER09 - .mod Rd hd maintained-by-OW'�R-in-Rseordertea-w�itle-pneagfRplu-?:ti hRt wcarogd-/ltTorckd-wi 1, notisim Ornended-oldr& J dEinlly Chwtg2d-OFEdndwaf-FdfUSdd•URtk}-Rt-ldOSEEiUFEy-dRySLpFlOE written-notice-has-bocrr-gi"z to-OW-c`�FER-and whonrn-ezRtE'rcnEz-of-iRsumnea-Fs�bzzR-issuzd--and-wtiH ooRtoin-waiver-pr©visions-irt-Rccor.3erisa-with 5.9. OWNER shall not be responsible for purchasing and maintaining any property iruuranec to protect the intcrests of CONTR:\CTOR, Subcontractors or others in idartEi4icd-in-ttt�Suppinrnnrttarv-ForldiEior�Fhe-rislrof sEEch-fuss-end-i far+�oF-thzm-wistEzs-propnny-insEEmrtw cvvzragr-wethin-t}Ir-limits-oE-such-amvunt9-caeh-may purchasd•o-nd-mo-vLLain-iEek-Eha-pufchesnt'sown-z�pensa. �: l�3-EF-60 V"FR.-iGFOR-reyurts-irrwrifir>;-ttmE-olhcr ahfill, if pomible, and the -east rHP^F EnFf chansa Qfd IIr ..--as^"Adment- ftfEer-«, EJCDC OENMAL CO' DI*nO'Z 19103 (1990 E(fitim) 10 w/ CITY OF FORT COLLI h'SMODIRCAT1ONS(REV •12000) EgalnanGnFilanE-O�itla-WOFli-9E-Ehd3itd; �}W�t'•.P ShflH-irl }FFI-OW'VER-aral-EOc�FF�.A�FOi�intrn�that-aH polieiaspurehasad-ifraccerdensa-wiEkrpafegEaphs-iFi Subeonttalior*_L--6f iFiB`F&&l�Et iFrPf66t�S in the Sup 0 be list�l R irtatreds-er-eddiEionn{-irtskfeds-irrsueh-pelieizsand damages GO] .^a�:a- y the paEils-.V•.ered-'' thereby- Al in tht eV nt-vl-payfflen ef aRy less OF d8fflBze-dW the-Q.sn��.,r-artdRi ^' io the proeeeds-ef L.I., •by CAAiR. .. AtkeF.49. payala6undeFnRy-pollcy-so-kssue& ~ n'l fights against-60AFFCE:\6FOFb „ SubwnhasFofs< and-Fhn vftieers-dirzetof�emplovnas-end-agents-oFnny-o€ than[-fvF of -use Pother-eunszquaREinl loco a tzRdirEg beyond--direct-physieR I-fuss-eF-dRmega-te OfISIrIP�-OUFOt-OFfesU Hllt�fiOil-hFn-OFOEhef-pefll; whnNtaE-vr-noEirvsE¢zd•br6\W?i15R=end -I-1-?-2—foss-uF dmm�ga-to-Eha-sump{ntnd resatsir>;-fraRrFtre-oFvther-inwretk-peril-crovernd Est-R-Pfft- _eaf by 0,',>mo during ptlFlin{—Erti}ictEia!—pufsuRnt—to paral-�ph-t4-10, after-Substantial-6omp"m pursuant-to-pafn�aph-t�l:SvFattzr-[foal-po-yment pt fseam to pFfugmapht1. t that in, t ._. lAss o BID 7222 - Asphalt Overlay Page 78 of 266 raesvrry-egeitl.�-eny--oFG9�FFFI�A6TA1�SltbecvttmctorK . Receipt and Appli anon of Insurance Proceeds: 5,12. Any insured loss under the policies of insurance required by pamgraphs5.6 and 5.7 will be adjusted with OWNER and made payable to OWNER as fiduciary for the insureds, as their interests may appear, subject to the requirements of any applicable mortgage clause and of paragraph 5.13. OWNER shall deposit in a separate account any money so recdived 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 berepaired or replaced, the moneys so received applied on account thereof and the Work and the cost thercot covered by an appropriate Change Order or Written Amendmcnt. 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 lass 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 suchagreement among the parties in interest is reached, OWNER as fiduciary shall adjust and settle the loss with the insurers I113+1 ' ..., -M ..;Ap- -L-II .-i Acceptance of Ronda and In mrance; Option to Replace 5.14. If OWNER has any objection to the coverage afforded by or other provisions of the Bonds-eF insurance required to be purchased and maintained by the other —party CONTRACTOR in accordance with Article 5 on the basis of nonconformance with the Contract Documents, the objectin&-partv-shall- o-neti€y-throther-party Ok*vLTM wilt notity CONTRACTOR in writirtI; within ten fifteen days after receipt deliveryof the certificates (ar-other-avidenca requested) to OTiS--ER required by pamgmph2.7. otheF-such-additierel-irtfomtation-in-rrspesc-oFittstranea procidre�as-the-other-racy-raasomt>4y-rrqurst—1 wither party-dens-turn-purzhasa-ormainFairt-all-oFthe-&md t-octal aysumncr-rxquirrd-cl€-such-party-by-the-Contract wFitrig-of-suuh-tailuro-Fo-purehuse-prior-to-dtcsfart-oFtho Warli� eFarsiteIt failure tea��a fl tine-raquerrd-ceve b-prajadisr-to any-edteF+ight oFrxmrdy-the-uthrFparty-moy-rlrcFto-obtaitrequ ivatartt Borttl�etr-insttrarne-to-protee:t-sin huther-pugs-interests-m the-expanstuNho-prutFwhcrtvns-rrqu lied-to-provida-such 6ortFtaet-Priee•axevrdir�ly- Partial Utilization -Property Insurance: 5.15. If OWNER finds it necessary to occupy or use a portion or portions of the Work prior to Substantial EJCDC GENERAL CONDITIONS 191M (IM Edtimj u/ CITY OF FORT COLLI NS MODIFICATIONS IREV 4C00o) Completion of all the Work,, such use or occupancy may be accomplished in accordance with paragraph 14.IQ provided that no such use or occupancy shall commence before the insurers providing the property insurance have acknowledged notice thereof and in writing effected any changes in coverage necessitated thereby. The insurers providing the property insurance shall consent by endorsement on the policy or policies. but the property insurance shall not be cancelled or permitted to lapse on account of any such partial use or occupancy. ARTICLE 6-CoNTR.\CT0R'8 RESPONSIBILITIFS .7upenision and Superintendence: 6.1. CONTRACTOR shall supervise, inspect and direct the Work competently andefficiently, devoting such attention thereto and applying such skills and expertise as may benecessary to perform the Work in accordance with the Contract Documents. CONTRACTOR shall be solely responsible for the mcaas, methods, techniques, sequences and procedures of construction, but CONTRACTOR shall not be responsible for the negligence of others in the design or specification of a specific means, method technique, sequence or procedure of construction which is shown or indicated in and expressly required by the Contract Documents. CONTRACTOR shall be responsible to sce that the completed Work complies accurately with the Contract Documents. 6.2. CONTRACTOR shall keep on the Work at all times during its progress a competent resident superintendent, who shall not be replaced without written notice to OWNER and LNG .VEER except under extraordinary circumstances. The superintendent will be CONTRACTOR's representative at the site and shall have authority to act on behalf of CONTRACTOR All communications to the superintendent shall be as binding as if given to CONTRACTOR Labor, Materials n d 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 ur adjacent thereto, and except as otherwise indicated in the Contract Documents, all Work at the site shall be performed during regular working hours and CONTRACTOR will not permit overtime work or the performance of Work on Saturday, Sunday or any legal holiday without OWNER's written consent given after prior written notice to ENGMER. CONTRACTOR shall submit requests to the ENGINEER no less than 48 hours in advance of anv Work to be performed on Saturday. Sunday. Holidays or outside the Regular Working Hours. BID 7222 - Asphalt Overlay Page 79 of 266 /I 6.4. Unless otherwise specified in the General contains or is followed by words reading that no like, Requirements, CONTRACTOR shall furnish and assume equivalent or "or -equal" item or no substitution is full responsibility for all materials, equipment, labor, permitted other items of material or equipment or transportation, construction equipment and machinery•, material or equipment of other Suppliers may be tools, appliances, fuel. power, light- heat, telephone, water, accepted by ENGINEER under the folloµing sanitary facilities, temporary facilities and all other circumstances: facilities and incidentals necessary for the furnishing, performance. testing. start-up and completion of the Work. 6.7.1.1. Vr-Equal". If in ENGINEEWs sole discretion an item of material or equipment 6.4.1. Purclasirn= Restrictions: CONTRACTOR proposed by CONTRACTOR is functionally must comply with the Citv's purchasing restrictions. A equal to that named and sufficiently similar so that cc-ry of the resoluticru are available for review in the no change in related Work will be required it may offices of the Purchasing and Risk Management be considered by ENGINEER as an "or -equal" Division or the Citv Clerks office. item, in which case review and approval of the proposed item may, in ENGINEF.R's sole 6.4.2. Content Restrictions: City of Fort Collins discretion, be accomplished without compliance Resolution 91-121 rewires that suppliers and producers with some or all of the requirements for of cement or products containing cement to certify that acceptance of proposed substitute items, the cement w•as not made in cement Was that bum 6.7.1.2. Substitute Items: If in ENI GC1EER's sole hazardous waste as a fuel. discretion an item of material or equipment proposed by CONTRACTOR does not qualify as 65. All materials and equipment shall be of good an "or -equal" item under subptimgmph 6.7.1.1, it quality and new, except as otherwise provided in the will be considered a proposed substitute item. Contract Documents. All warranties and guarantees CONTRACTOR shall submit sufFcient specifically called for by the Specifications shall expressly information as provided below to allow run to the benefit of OWNER If required by ENGINEER, ENGNI F.F.R to determine that the item of material CONTRACTOR shall furnish satisfactory evidence or equipment proposed is essentially equivalent to (including reports of required tests) as to the kind and that named and an acceptable substitute therefor. quality of materials and equipment All materials and The procedure for review by the ENGI`i LEER will equipment shall be applied, installed, connected, erected, include the following as supplemented in the used cleaned and conditioned in accordance with General Requirements and as ENGINEER may instructions of the applicable Supplier, except as otherwise decide is appropriate under the circumstances. provided in the Contract Documents. Requests for review of proposed substitute items of material or equipment will not be accepted by Progress Schedule ENGINEER from anyone other than CONTRACTOR. If CONTRACTOR wishes to 6.6. CONTRACTOR shall adhere to the progress furnish or use a substitute item of material or schedule established in accordancewith paragraph 2.9 as it equipment CONTRACTOR shall first make may be adjusted from time to time as provided below: written application to ENGINEER for acceptance dm:reof, certifying that the proposed substitute will 6.6.1. CONTRACTOR shall submit to ENGNNEER perform adequately the functions and achieve the for acceptance (to the extent indicated in results called for by the general design, be similar paragraph ".9) proposed adjustments in the progress in substance to that specified and be suited to the schedule that will not change the Contract Times (or same use as that specified The application will Nidestones). Such adjustments will conform generally state the extent if any, to which the evaluation to the progress schedule then in effect and additionally arid acceptance of the proposed substitute will will comply with any provisions of the General prejudice CONTRACTOR's achievement of Requirements applicable thereto. Substantial Completion on time, whether or not acceptance of the substitute for use in the Work 6.6.2. Proposed adjustments in the progress schedule will require a change in any of the Contract that will change the Contract Times (or Vfilestones) Documents (or in the provisions of any other shall be submitted in accordance with the requirements direct contract with OAWi ER for work on the of paragraph 12.1. Such adjustments may only be Project) to adapt the design to the proposed made by a Change Order or Written Amendment in substitute and whether or not incorporation or use accordance with Article 12. of the substitute in connection with the Work is subject to payment of any license fee or royalty. 6.7. Substitutes and "Or -Equal" Items: All variations of the proposed substitute from that speciGed will be identified in the application and 6.7.1. Whenever an item of material or equipment is available maintenance. repair and replacement specified or described in the Contract Documents by service will be indicated The application will using the name of a pmprietary item or the name of a also contain an itemized estimate of all costs or particular Supplier, the specification or description is credits that will result directly or indirectly from intended to establish the type, function and quality acceptance of such substitute including costs of required. Unless the specification or description redesign and claims of other contractors affected EtCDCGENtxu,co, DMONSt9nos(twoesea,1 1° w•1 CITY OF FORT COLD NSMODIFICATIONS(REV 4P000) BID 7222 - Asphalt Overlay Page 80 of 266 by the resulting change, all of which will be considered by ENGINEER in evaluating the proposed substitute. EJi G TEER may require CONTRACTOR to furnish additional data about the proposed substitute. 6.7.1.3. COMM400R'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 Conrtnrction Methods or Procedtntrs: If a specific means, method, technique,. sequence or procedure of construction is shown or indicated in and expressly required by the Contract Documents, CONTRACTOR may furnish or utilize a substitute means. method technique, sequence or procedure of construction acceptable to ENGINEER. CONTRACTOR shall submit sufficient information to allow ENGINEER, in ENGINEER'S sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. The procedure for review by ENGINEER will be Similar to that provided in subparagraph 6.7.l.1 6.7.3. Engineers Evaluation: ENGINEER will b; allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to paragraphs 6.7.1.2 and 6.7.2.Nt GINEER will be the sole judge of acceptability. No "or -equal" or substitute will be ordered installed or utilized without ENGNEER's priorwritten acceptance which will be evidenced by either it Change Order or an approved Shop Drawing. OWNER may require CONTR%CTOR 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 ENGWEEWs Consultants in evaluating substitutes proposed or submitted by CONTRACTOR pursuant to paragraphs 6.7, I ' and 6.72 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 it substitute item so proposed or submitted by CONTRACTOR CONTRACTOR shall reimburse OWNER for the charges of ENGINEER and ENGINEER's Consultants for evaluating each such proposed substitute item. 68. Concerning Subcontractors, Suppliers and Others: 6.8.1. CONTRACTOR shall not employ any Subcontractor. Supplier or other person or organization (including those acceptable to OWNER and LNGMEER asindicated in paragraph 6.8.12). whether initially or as a substitute, against whom OWNER or ENGINEER may have reasonable objection. CONTRACTOR shall not be required to employ any Subcontractor, Supplier or other person or organization to furnish or performany of the Work aguinst whom CONTRACTOR has reasonable objection. EXX GENERAL CONDITIONS 1910S (1990 Editim) w'/ CITY OF FORT COLLINS MODIFICATIONS tREV JrL000) 6_9. CONTRACTOR shall perform not less than 20 percent of the Work with its own forces (that is. without suboontractinJ. The 20 percent requirement shall be understood to refer to the Work the value of which totals no less than 20 percent of the Contract Rice. 6.8.2. lithe-Sappkmentar)-Gonditions Biddin Do ments require the identity of certain Subcontractors. Suppliers or other persons or organizations (including those who are to furnish the principal items of materials or equipment) to be submitted to OWNER in-advance-ot=the-speoifiedl date prior to the Effective Date of the Agreement for acceptance by OWNER and ENGINEERif aeceedarttse� Q Q a o° prttentaw Eenditiett�, 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) oaf nriy-such�ubsontrestar, Suppli�.�.^' .e:-r:..r�.cxxt-er se an th bas+.�ef--tenseTn , iq bNGINEERL No acceptance by OWNER or ENGI NMER of any such Subcontractor, Supplier or other person or organization shnll,corstitute a waiver of any right of OWNER or ENGINEER to reject defective Work. 6.9.1. CONTRACTOR shall be fully responsible to OWNER and ENGLNEER for all acts and omissions of the Subcontractors, Suppliers and other persons and organizations perforating or tiin ishing any of the Work under a direct or indirect contract with CONTRACTOR just as CONTR\CTOR is responsible for CONTRACTOR'S own acts and omissions. Nothing in the Contract Documents shall crerte for the benefit of any such Subcontractor. Supplier or other person or organization any contractual relationship between OWNER or E IGL\i MER and any such Subcontractor, Supplier or other person or organization nor shall it create any obligation on the part of OWNER or ENGINEER to pay or to see to the payment of any moneys due any such Subcontractor, Supplier or other person or organization except as may otherwise be required by Laws and Regulations. OWNER or ENGINEER mast furnish to any subcontractor, supplier or other person or on*anization evidence of amounts paid to CONTRACTOR inaccordance with CONTRACTOR'S "Applications for Pavment". 13 BID 7222 - Asphalt Overlay Page 81 of 266 6.9.2. CONTRACTOR shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers and other persons and organizations performing or fiunis}vng arty 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 ENGINUR through CONTRACTOR 6.10. The divisions and sections of the Specifications and the identifications of any Drawings shall not control CONTRACTOR in dividing the Work among Subcontractors or Suppliers or delineating the Work to be performed by any specific trade. 6.11. All Work performed for CONTRACTOR by a Subcontractor or Supplier will be pursuant to an appropriate agreement between CONTRACTOR and the Subcontractor or Supplier which specifically binds the. Subcontactor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of OWNER and ENGINEER. n,hene„�„�TF ".such -agreement additienal insufed an the in. C-0h.'FR7\6T4DR-and-the-Subcontractor-or-,Supplier-will wisiers whereby the RiG IESR PIGINEcwe ('AnsuIrnntg and -Fill ^whir arise g eut of aFras ;thin g-frEwt� ny r Ftlw-pe'Fils eovered bAA ppligabl-t� tha-4Vorlrlf-tha-'usunaes-on-nm-such-policies-rac}uiraSupplier-, GQ�P46V;:p Patent Fees and Ratalties 6.12. CONTRACTOR shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product or device which is the subject of patent rights or copyrights held by others. If a particular invention, design. process, product or device is specified in the Contract Documents for use in the performance of the Work and if to the actual knowledge of OWNER or ENGNEER is use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by OWNER in the Contract Documents. To the fullest extent permitted by Laws and Regulations, CONTRACTOR shall indemnift• and hold harmless OWNER ENGE EER ENGLVEER's Consultants and the officers, directers, employees agents and other consultants of each and any of them from and against all claims, costs, losses and damages arising out of or resulting from any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design process, product or device not specified in the Contract Documents. Etwc OLNEFLAL CONDITIONS tv lots (1990 Edtia ) 14 w/ CITY OF FORT ODLUNS :MOD(F(C.A'riONS(REV -4-000) Permits 6.13. unless otherwise provided in the Supplementary Conditions, CONTRACTOR stall obtain and pay for all construction permits and licenses: OWNER shall assist CONTRACTOR, when necessary, in obtaining such permits and licenses CONTRACTOR shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the Lime 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. LawsandReguladons. 6.14.1. CONTRACTOR shall give all ndices 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 FNG WEER shall be responsible for monitoring CONTRACTOI2's compliance with any Laws or Regulations. 6.14.2. If CONTRACTOR performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, CONTRACTOR shall bear all claims, costs, losses and damages caused by, arising out of or resulting therefrom; however, it shall not be CONTRACTORts primary responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Rcgulatiors, but this shall not. relieve CONTRACTOR of CONTRACTOR's obligations under paragraph 33.2. Taxes 6.15. CONTRACTOR shall pay all sales, consumer, use and other similar taxes required to be paid by CONTRACTOR in accordance with the Laws and Regulations of the place: of the Project which are applicable during the performance of the Work. 6.15.1. OWNER is exempt from Colorado State and local sales and use taxes on materials to be permanently incorporated into the Mpji (:t. Said taxes shall not be included in the Contract Price. CONTRACTOR must apply for. and receive. n Certificate of Exemption from the Colorado Department of Revenue for construction materials to be physically, incorporated into the project This Certification of Exemption provides that the CO\TRACTOR shall neither pav nor include in his Bid, Sales and Use Taxes on those building and construction materials phvsically incorporated into the proeet. Address: Colorado Department of Revenue State Capital Annex BID 7222 - Asphalt Overlay Page 82 of 266 1375 Sherman Street Denver, Colorado, 80261 Sales and Use Taxes for the State of Colorado. Regional Transportation District (RTD) and certain Colorado counties are collected by the State of Colorado and are included in the Certification of Exemption. All aooliwble Sales and Use Taxes (including State collected coxes), on anv items other than construction and building materials 2bysically incorgoraled into the project are to be paid by CONTRACTOR and are to be included in appropriate bid items. Use of Premises. 6.16. CONTRACTOR shall confine construction equipmentthe storage of materials and equipment and the operations of workers to the site and land and areas identified in and permitted by the Contract Documents and other land and areas permitted by Laws and Regulations, rights -of -way, permits and easements, and shall not unreasonably encumber the premises with construction equipment - or other materials or equipment. CONTRACTOR shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof or of any adjacent land or areas, resulting rrom 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 othmvise resolve the claim by arbitration or other dispute resolution proceeding or at late. CONTRACTOR shall, to the fullest c^ttent permitted by Laws and Regulations, indemnify and hold harmless OWNER ENGLNEER IRNGhNEERs Consultant and anyone direedy or indirectly employed by any of them from and against all claims, costs, losses and damages arising out of or resulting from nn claim or action, legal or equitable, brought by any such owner or occupant against OWNER. ENGMER or any other party indemnified hereunder to the extent caused by or based upon CONTRACTORS 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 dean and ready for occupancy by OWNER at Substantial Completion of the Work. CONTRACTOR shall restore to original condition all property not desittremted for alteration by the Contract Documents. 6.18. CONTRACTOR shall not load nor permit any part of any structure to be funded in any manner that will endanger the structure- nor shall CONTRACTOR subject any part of the Work or adjacent property to stresses or pressures that will endanger it. Record Doeuunents. EJCIX:GE.\7E[LV. CONDITIONS 19103 (19" Echim) IV/ CITY OF FORT COLLI NS MODIFICATIONS (REV 42000) 6.19. CONTRACTOR shall maintain in a safe play 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 anda counterpart of all. approved Shop Drawings will be available to ENOL LEER for reference Upon completion of the Work and prior to release of fetal payment these record documents, Samples and Shop Drawings will be delivered to ENGINEER for OWNER. Safety and Protection: 6.20. CONTRACTOR shall be resporisible for initiating maintaining and supervising all safety precautions and programs in connection with the Work. CONTRACTOR shall take all necessary precautions for the safety o[ 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; 6.202. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the site; and 6.20.3. other property at the site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities and Underground Facilities not designated for removal, relocation or replacement in the bourse 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 (hem from damage, injury or loss; and stamp erect and maintain all necessary safeguards For such safety and protection. CONTRACTOR shall notify owners of adjacent property and of Underground Facifities 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 paragraphs6.202 or 6.20.3 caused, directly or indirectly, in whole or in part, by CONTRACTOR, any Subcontractor, Supplier or any other person or _organization directly or indirectly employed by any of them to perform or Cornish 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 EVGLNEERs Consultant or anyone employed by any of them or anvone for whose acts any of them may be liable, and not attributable, directly or indirectly, in whole or in part to the fault or negligence of CONTRACTOR or any Subcontractor, Supplier or other person or organization directly or indirectly employed by anv of them). CONTRACToRs duties and responsibilities for the safety and protection of the Work shall continue until such time as all the Work is completed and. ENGINEER has issued a 15 BID 7222 - Asphalt Overlay Page 83 of 266 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: COMPACTOR 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. E»ergencies: 6.23. In cratereencies 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 therebv. If ENGINNEER determines that a change in the Contract Documents is required because of the action taken by CONTRACTOR in response to such an emergency, a Work Change Directive or Change Order will be issued to document the consequences of such action 6.24. Shop Drawings and Samples. 6.34.t. CONTRACTOR shall submit Shop Drawing to ENGI,i WEER 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 Driving will be complete with respect to quantities, dimensions. specified performance and design criteria, materials and similar data to show ENGMER the materials and equipment CONTRACTOR proposes to provide and to enable ENGINEER to review the information for the limited purposes required by paragraph 6.26. 624.2. CONTRACTOR shall also submit Samples to ENGLNEER for review and approval in accordance with said accepted schedule of Shop Drawings and Sample submittals. Each Sample will be identified clearly as to material. Supplier, pertinent data such as catalog numbers and the use for which intended and otherwise as ENNGINEER may require to enable ENGINEER to review the submittal for the limited EICDCOENFRAI. CONDITION819I0S (1990 Edinimi 16 eel C1 FYOF FORT ODLLINS}IODIFICATIONS(REV •IR000) purposes required by paragmph6.26. 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, 6.252. Each submittal willbear a stamp or specific written indication that CONTRACTOR has satisfied CONTRACTOR's obligations under the Contact Documents with respect to CONTRACTORS review and approval of that submittal 6.25.3. At the time of each submission, CONTRACTOR shall give ENGINEER specific written notice of such variations, it any, that the Shop Drawing or Sample submitted may have from the requirements of the Contact Document-, 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 N accordance with the schedule of Shop Drawings and Sample submittals accepted by ENGINEER as required by paragraph 2.9. ENGRMTR's review and approval will be only to determine if the items covered by the submittals will, after installation or inwrpomtion in the Work, wnforn to the information given in the Contract Documents and be compatible with the designconcept of the completed project as a functioning whole as indicated by the Contract Documents. ENGNEERs 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 BID 7222 - Asphalt Overlay Page 84 of 266 construction is specifically and expressly called for by the Conraci Documents) or to safety precautions or programs incident thereto. The review and approval of a separate item as such will notindicate approval of the assembly in which the item functions CONTRACTOR shall make corrections required by ENGINEER and shall return the required number of corrected copies of Shop Drawings and submit as required new Samples for review and. approval. CONTRACTOR shall direct specific attention in writing to revisions other than the corrections called for by ENGNEER on previous submittals. 627. ENGNEER'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 CONNTRACTOR has in writing called ENGINEER's attention to each such variation at the time of submission as required by pamgmph 6.25.3 and ENGINEER has given written approval of each such variation by a specific written. notation thereof incorporated in or accompanying the Shop Drawing or Sample approval; nor will any approval Iry ENGINEER relieve CONTRACTOR from responsibility for complying with the requirements of paragraph 6.25.1. 6.28. Where a Shop Drawing or Sample is required by the Contract Documents or the schedule of Shop Drawing and Sample submissions accepted by ENGNM as required by paragraph 2.9. any related Work performed prior toENGINEER's review and approval of the pertinent suhmnml [sill be at the sole expense and responsibility of CONTRACTOR Continuing the Work. 6.29. CONTRACTOR shall cam on the Work and adhere to the progress schedule [luring all disputes or disagreements with OWNER. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as permitted by paragraph 15.5 or as OWNER and CONTRACTOR may otherwise agree in writing. 630. CONTPMCTOR'.s Generat f6arranty and Guarantee: 6.30.1. CONTRACTOR warrants and guarantees to OWNER ENGNEER and ENGNEERRs Consultants that all Work will be in accordance with the Contract Documents and will not be ckfective. CONTRACTOR's warranty and guarantee hereunder' excludes defects or damage caused by: 6.30.1.1. abuse, modification or improper maintenance or operation by persons other than CONTRACTOR Subcontractors or Suppliers; or 6.30.1.2. normal wear and tear under normal Usage. 6.30.2. CONTRACTOR's obligation to perform and complete the Wort: in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in EJCDC GENERA!. CONDITIONS 191M (1990 Edda ) wICITY OF FORT COLLINSMODIFICATIONS(REV Ir5000) accordance with the Contract Documents or a release of CONTRACTOR's obligation to perform the Work in accordance with the Contract Documents: 6.30.2.1. observations by ENGINEER: 6.30.2.2. recommendation of any progress or final payment by EI\TGLN=; 6,30.2.3. the issuance of a certificate or Substantial Completion or arty payment by OWNER to CONTRACTOR under the Contract Documents; 6.30.2.4. use or occupancy of the Work or any part thereof by OWNER; 6302.5. any acceptance by OWNER or any railureto do so; 630.2.6: any review and approval of a Shop Drawing or Sample submittal or the issuance of a notice of acceptability by ENGINEER pursuant to paragraph 14.13; 6.30.2.7. any inspection, test or approval by others; or 6.30.2.8. any correction of defecrive Work by OWNER. /ndentnifcirtion: 6.31. To the fullest extent permitted by. Laws and Regulations, CONTRACTOR shall indemnify and hold harmless OWNER ENGNEER, 6NG=-R!s Corsurltams.and the officers, directors, employees, agents and other consultants of each and any of them from and against :all claims, costs, losses and damages (including, but not limited to, all fees and charges of engineers, architects,fes . attorneys and other prosionals and all court or arbitration or other dispute resolution costs) caused by, arising out of or resulting from the performance of the Work, provided that any such claim, cost loss or damage: (i) is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible property (other than the Work itself), including the loss of use resulting therefrom, and (u) is caused in whole or in part by any ncghgent actor omission of CONTRACTOR any Subcontractor, any Supplier, any person or organization directly or indirectly emploved by any of them to perform or rtanish any of the Work or anyone for whose acts any of them may be liable, regardless of whether or not caused in part by any negligence or omission of a person or entity indemnified hereunder or whether liability is imposed upon such indemnified party by Laws and Regulations regardless of the negligence of any such person or entity. 6.32. In any and all claims against OWNER or ENO IEER or any of their respective consultants, agents, officers, directors or employees by any employee (or the survivor or personal representative of such employee) of CONTRACTOR any Subcontractor. any Supplier, any person or organization directly or indirectly employed by 17 BID 7222 - Asphalt Overlay Page 85 of 266