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HomeMy WebLinkAbout453145 INDEPENDENT ROOFING SPECIALISTS - CONTRACT - BID - 6126 EPIC AND SENIOR CENTER REROOFLj Financial Services City of Purchasing Division ' 0 215 N. Mason St. 2ntl Floor PO Box 580 F-6rt Fort Collins, CO 80522 - 970.221.6775 970.221.6707 P U rC h a S I gg fcgov. com/purchasing ADDENDUM No. 1 1 SPECIFICATIONS AND CONTRACT DOCUMENTS Description of Bid: 6126 Roofing Project at EPIC and Senior Center OPENING DATE: 3:00 P.M. (Our Clock) December 10, 2008 To all prospective bidders under the specifications and contract documents described above, the following changes are hereby made. ' CHANGE: ' The bid opening date has been changed to December 10, 2008. ADDENDUM: SENIOR CENTER SPECIFICATIONS 1. Section 01022, UNIT PRICES ' Unit Price item # 1 A Clarification: parapet cap flashing should be 24 gage, prefinished to match existing materials. ' 2. Section 01022, UNIT PRICES . Add Unit price item # 3 to read: Replace existing prefinished ridge and hip shingles on all sloped roof areas with new preformed, ventilated ridge shingles and preformed hip shingles, on a per lineal foot basis. Style and color of new ' shingles shall match the existing laminated architectural shingles. Field shingles to remain in place. ' 3. Section 01022, UNIT PRICES Add Unit Price item # 2 to read:. L.F. New laminated fiberglass shingles, to match existing, as may be needed to ' replace existing shingles damaged during construction, on a per square foot basis 4. Section 01030, ALTERNATES ' Paragraph 1.02, Description of Alternates: Delete alternate No. 4. This has been replaced by the unit price request above. 1 1 CONTRACT DOCUMENTS TABLE OF CONTENTS ' Section 0 L BID INFORMATION 00020 Notice Inviting Bids 00100 Instruction to Bidders 00300 Bid Form 00400 Supplements to Bid Forms 00410 Bid Bond 00420 Statements of Bidders Qualifications 00430 Schedule of Major Subcontractors CONTRACT DOCUMENTS 00500 Agreement Forms 00510 Notice of Award 00520 Agreement 00530 Notice to Proceed 00600 Bonds and Certificates 00610 Performance Bond 00615 Payment Bond 00630 Certificate of Insurance 00635 Certificate of Substantial Completion 00640 Certificate of Final Acceptance 00650 Lien Waiver Release(Contractor) 00660 Consent of Surety 00670 Application for Exemption Certificate CONDITIONS OF THE CONTRACT 00700 General Conditions Exhibit GC -A 00800 Supplementary Conditions 00900 Addenda, Modifications, and Payment 00950 Contract Change Order 00960 Application for Payment SPECIFICATIONS DRAWINGS Pages 00020-1 - 00020-2 00100-1 - 00100-9 00300-1 - 00300-3 00400-1 00410-1 - 00410-2 00420-1 - 00420-3 00430-1 00500-1 00510-0 00520-1 - 00520-6 00530-1 00600-1 00610-1 - 00610-2 00615-1 - 00615-2 00630-1 00635-1 00640-1 00650-1 - 00650-2 00660-1 00670-1 - 00670-2 00700-1 - 00700-34 GC -Al - GC-A2 00800-1 - 00800-2 00900-1 00950-1 - 00950-2 00960-1 - 00960-4 J 1 C 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 Represeniato•e: CONTRACTOR shall designate a qualified and experienced safety representative at the site whose duties and responsibilities shall be the prevention of accidents and the maintaining and supervising of safety precautions and programs. Hazard Communication Programs: 6.22. CONTRACTOR shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers at the site in accordance with Laws or Regulations. Emergencies: 6.23. In emergencies affecting the safety or protection of persons or the Work or property at the site or adjacent thereto, CONTRACTOR, without special instruction or authorization from OWNER or ENGINEER, is obligated to act to prevent threatened damage, injury or loss. CONTRACTOR shall give ENGINEER prompt written notice if CONTRACTOR believes that any significant changes in the Work or variations from the Contract Documents have been caused thereby. If ENGINEER determines that a change in the Contract Documents is required because of the action taken by CONTRACTOR in response to such an emergency, a Work Change Directive or Change Order will be issued to document the consequences of such action 6.24. Shop Drawings and Samples: 6.24.1. CONTRACTOR shall submit Shop Drawings to ENGINEER for review and approval in accordance with the accepted schedule of Shop Drawings and Sample submittals (see paragraph 2.9). All submittals will be identified as ENGINEER may require and in the number of copies specified in the General Requirements. The data shown on the Shop Drawings will be complete with respect to quantities, dimensions, specified performance and design criteria, materials and similar data to show ENGINEER the materials and equipment CONTRACTOR proposes to provide and to enable ENGINEER to review the information for the limited purposes required by paragraph 6.26. 6.24.2. CONTRACTOR shall also submit Samples to ENGINEER for review and approval in accordance with said accepted schedule of Shop Drawings and Sample submittals. Each Sample will be identified clearly as to material, Supplier, pertinent.data such as catalog numbers and the use for which intended and otherwise as ENGINEER may require to enable ENGINEER to review the submittal for the limited EJCDC GENERAL CONDITIONS 1910-3 (1990 Edition) 16 wl CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) purposes required by paragraph6.26. The numbers of each Sample to be submitted will be as specified in the Specifications. 6.25. Submittal Procedures•: 6.25.1. Before submitting each Shop Drawing or Sample, CONTRACTOR shall have determined and verified: 6.25.1.1. all field measurements, quantities, dimensions, specified performance criteria, installation requirements, materials, catalog numbers and similar information with respect. thereto, 6.25.1.2. all materials with respect to intended use, fabrication, shipping, handling, storage, assembly and installation pertaining to the performance of the Work, and 6.25.1.3. all information relative to CONTRACTOR's sole responsibilities in respect of means, methods, techniques, sequences and procedures of construction and safety precautions and programs incident thereto. CONTRACTOR shall also have reviewed and coordinated each Shop Drawing or Sample with other Shop Drawings and Samples and with the requirements of the Work and the Contract Documents. 6.25.2. Each submittal will bear a stamp or specific written indication that CONTRACTOR has satisfied CONTRACTOR's obligations under the Contract Documents with respect to CONTRACTOR's review and approval of that submittal. 6.25.3. At the time of each submission, CONTRACTOR shall give ENGINEER specific written notice of such variations, if any, that the Shop Drawing or Sample submitted may have from the requirements of the Contract Documents, such notice to be in a written communication separate from the submittal; and, in addition, shall cause a specific notation to be made on each Shop Drawing and Sample submitted to ENGINEER for review and approval of each such variation. 6'26. ENGINEER will review and approve Shop Drawings and Samples in accordance with the schedule of Shop Drawings and Sample submittals accepted by ENGINEER as required by paragraph 2.9. ENGINEER's review and approval will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. $NGINEER's review and approval will not extend to means, methods, techniques, sequences or procedures of construction (except where a particular means, method, technique, sequence or procedure of 1 construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and approval of a separate item as such will not indicate approval of the assembly in which the item functions. CONTRACTOR shall make corrections required by ENGINEER, and shall return the required number of corrected copies of Shop Drawings and submit as required new Samples for.review and approval. CONTRACTOR shall direct specific attention in writing to revisions other than the corrections called for by ENGINEER on previous submittals. 6.27. ENGINEER's review and approval of Shop Drawings or Samples shall not relieve CONTRACTOR from responsibility for any variation from the requirements of the Contract Documents unless CONTRACTOR has in writing called ENGINEER's attention to each such variation at the time of submission as required by paragraph 6.25.3 and ENGINEER has given written approval of each such variation by a specific written notation thereof incorporated in or accompanying the Shop Drawing or Sample approval; nor will any approval by ENGINEER relieve CONTRACTOR from responsibility for complying with the requirements of paragraph 6.25.1. 6.28. Where a Shop Drawing or Sample is required by the Contract Documents or the schedule of Shop Drawing and Sample submissions accepted by ENGINEER as required by paragraph 2.9, any related Work performed prior to ENGINEER's review and approval of the pertinent submittal will be at the sole expense and responsibility of CONTRACTOR Continuing the Work: 6.29. CONTRACTOR shall carry on the Work and adhere to the progress schedule during all disputes or disagreements with OWNER. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as permitted by paragraph 15.5 or as OWNER and CONTRACTOR may otherwise agree in writing. 6.30. CONTRACTOR's General Warranty and Guarantee. 6.30.1. CONTRACTOR warrants and guarantees to OWNER, ENGINEER and ENGINEER's Consultants that all Work will be in accordance with the Contract Documents and will not be defective. CONTRACTOR's warranty and guarantee hereunder excludes defects or damage caused by: 6.30.1.1. abuse, modification or improper maintenance or operation by persons other than CONTRACTOR, Subcontractors or Suppliers; or 6.30.1.2. normal wear and tear under normal usage. 6.30.2. CONTRACTOR's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in EJCDC GENERAL CONDITIONS 1910-8 (1990 E(ition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV V2000) accordance with the Contract Documents or a release of CONTRACTOR's obligation to perform the Work in accordance with the Contract Documents: 6.302.1. observations by ENGINEER, 6.302.2. recommendation of any progress or final payment by ENGINEER, 6.30.2.3. the issuance of a certificate of Substantial Completion or any payment by OWNER to CONTRACTOR under the Contract Documents; 6.30.2.4. use or occupancy of the Work or any part thereof by OWNER; 6.302.5. any acceptance by OWNER or any failure to do so; 6.30.2.6. any review and approval of a Shop. Drawing or Sample submittal or the issuance of a notice of acceptability by ENGINEER pursuant to paragraph 14.13; 6.30.2.7. any inspection, test or approval by others; or 6.30.2.8. any correction of defective Work by OWNER - Indemnification: 6.31. To the fullest extent permitted by Laws and Regulations, CONTRACTOR shall indemnify and hold harmless OWNER, ENGINEER, ENGINEER's Consultants and the officers, directors, employees, agents and other consultants of each and any of them from and against all claims, costs, losses and damages (including, but not limited to, all fees and charges of engineers, architects, attorneys and other professionals and all court or arbitration or other dispute resolution costs) caused by, arising out of or resulting from the performance of the Work, provided that any such claim, cost, loss or damage: (i) is attributable to bodily injury; sickness, disease or death, or to injury to or destruction of tangible property (other than the Work itself), including the Toss of use resulting therefrom, and (ii) is caused in whole or in part by any negligent act or omission of CONTRACTOR, any Subcontractor, any Supplier, any person or organization directly or indirectly employed by any of them to perform or furnish any of the Work or anyone for whose acts any of them may be liable, regardless of whether or not caused in part by any negligence or omission of a person or entity indemnified hereunder or whether liability is imposed upon such indemnified party by Laws and Regulations regardless of the negligence of any such person or entity. 6.32. In any and all claims against OWNER or ENGINEER or any of their respective consultants, agents, officers, directors or employees by any employee (or the survivor or personal representative of such employee) of CONTRACTOR, any Subcontractor, any Supplier, any person or organization directly or indirectly employed by 17 J J any of them to perform or furnish any of the Work or anyone for whose acts any of them may be liable, the indemnification obligation under paragraph 6.31 shall not. be limited in any way by any limitation on the amount or type of damages, compensation or benefits payable by or for CONTRACTOR or any such Subcontractor, Supplier or other person or organization under workers' compensation acts, disability benefit acts or other employee benefit acts. 6.33. The indemnification obligations of CONTRACTOR under paragraph6.31 shall not extend to the liability of ENGINEER and ENG=R!s Consultants, officers, directors, employees or agents caused by the professional negligence, errors or omissions of any of them. Survival of Obligations: 6.34. All representations, indemnifications, warranties and guarantees made, in, required by or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion and acceptance of the Work and termination or completion of the Agreement. ARTICLE 7--OTHER WORK Related Work at Site. 7.1. OWNER may perform other work related to the Project at the site by OWNERS own forces, or let other direct contracts therefor which shall contain General Conditions similar to these, or have other work performed by utility owners. If the fact that such other work is to be performed was not noted in the Contract Documents, then: (i) written notice thereof will.be given to CONTRACTOR prior to starting any such other work and (ii) CONTRACTOR may make a claim therefor as provided in Articles 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 OWNER's employees) proper and safe access to the site and a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work and shall properly connect and coordinate the Work with theirs. Unless otherwise provided in the Contract Documents, CONTRACTOR shall do all cutting, fitting and patching of the Work that may be required to make its several parts come together properly and integrate with such other work. CONTRACTOR shall not endanger any work of others by cutting, excavating or otherwise altering their work and will only cut or alter their work with the written consent of ENGINEER and the others whose work will be affected. The duties and responsibilities of CONTRACTOR under this paragraph are for the benefit of such utility owners and other contractors to the extent that there are comparable 18 EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) provisions for the benefit of CONTRACTOR in said direct contracts between OWNER and such utility owners and other contractors. 7.3. If the proper execution or results of any part of CONTRACTORS Work depends upon work performed by others under this Article 7, CONTRACTOR shall inspect such other work and promptly report to ENGINEER in writing any delays, defects or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of CONTRACTORs Work. CONTRACTORs failure so to report will constitute an acceptance of such other work as fit and proper for integration with CONTRACTORS Work except for latent or nonapparent defects and deficiencies in such other work. Coordination: 7.4. If OWNER contracts with others for the performance of other work on the Project at'the site, the following will be set forth in Supplementary Conditions: 7.4.1. the person, firm or corporation who will have authority and responsibility for coordination of the activities among the various prime contractors will be identified; 7.4.2. the specific matters to be covered by such authority and responsibility will be itemized; and 7.4.3. the extent of such authoritv and responsibilities will be provided. Unless otherwise provided in the Supplementary Conditions, OWNER shall have sole authority and responsibility in respect of such coordination ARTICLE 8--OR'NER'S RESPONSIBILITIES 8.1. Except as otherwise provided in these General Conditions, OWNER shall issue all communications to CONTRACTOR through ENGINEER. 8.2. In case of termination of the employment of ENGINEER, OWNER shall appoint an engineer agaiiist whose status under the Contract Documents shall be that of the former ENGINEER 8.3. OWNER shall furnish the data required of OWNER under the Contract Documents promptly and shall make payments to CONTRACTOR promptly when they are due as provided in paragraphs 14.4 and 14.13. 8.4. OWNERs duties in respect of providing lands and easements and providing engineering surveys to establish reference points are set forth in paragraphs 4.1 and 4.4. Paragraph 4.2 refers to 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 H structures at or contiguous to the site that have been utilized by ENGINEER in preparing the Contract Documents. 8.6.- OWNER is obligated to execute Change Orders as indicated in paragraph 10.4. . 8.7. OWNER's responsibility in respect of certain inspections, tests and approvals is set forth in paragraph 13.4. S.S. In connection with OWNER's right to stop Work or suspend Work, see paragraphs 13.10 and 15.1. Paragraph 15.2 deals with OWNER's right to terminate services of CONTRACTOR under certain circumstances. 8.9. The OWNER shall not supervise, direct or have control or authority over, nor be responsible for, CONTRACTOR's means, methods, techniques, sequences or procedures of construction or the safety precautions and programs incident thereto, or for any failure of CONTRACTOR to comply with Laws and Regulations applicable to the furnishing or performance of the Work. OWNER will not be responsible for CONTRACTOR's failure to perform or furnish the Work in accordance with the Contract Documents. ARTICLE 9—ENGINEER'S STATUS DURING CONSTRUCTION 0WNER's Representative: 9.1. ENGINEER will be OWNER's representative during the construction period. The duties and responsibilities and the limitations of authority of ENGINEER as OWNER's representative during construction are set forth in the Contract Documents and shall not be extended without written consent of OWNER and ENGINEER Visitc to Site: 9.2. ENGINEER will make visits to the site at intervals appropriate to the various stages of construction as ENGINEER deems necessary in order to observe as an experienced and qualified design professional the progress EJCDC GENERAL CONDITIONS 1910.8 (1990 E(ition) wl CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) that has been made and the quality of the various aspects of CONTRACTOR's executed Work. Based on information obtained during such visits and observations, ENGINEER will endeavor for the benefit of OWNER to determine, in general, if the Work is proceeding in accordance with the Contract Documents. ENGINEER will not be required to make exhaustive or continuous on - site inspections to check the quality or quantity of the Work. ENGINEER's efforts will be directed toward providing for OWNER a greater degree of confidence that the completed Work will conform generally to the Contract Documents. On the basis of such visits and on - site observations, ENGINEER will keep OWNER informed of the progress of the Work and will endeavor to guard OWNER against defective Work. ENGINEER's visits and on -site observations are subject to all the limitations on ENGINEER's authority and responsibility set forth in paragraph 9.13, and particularly, but without limitation, during or as a result of ENGINEER's on -site visits or observations of CONTRACTOR's Work ENGINEER will not supervise, direct, control or have authority over or be responsible for CONTRACTOR's means, methods, techniques,. sequences or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of CONTRACTOR to comply with Laws and Regulations applicable to the furnishing or performance of the Work. Project Representative: 9.3. If OWNER and ENGINEER agree, ENGINEER will furnish a Resident Project Representative to assist ENGINEER in providing more continuous observation of the Work. The responsibilities and authority and limitations thereon of any such Resident Project Representative and assistants will be as provided in paragraphs 9.3 and 9.13 and in the Supple,,.,.,.,..,• 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 Stipplementafy Ganditie paragraph 9.3 of these General Conditions. If the ENGINEER furnishes a Resident Project Representative (RPR or other assistants, or if the OWNER designates a Representative or agent, all as provided in paragraph 9.3 of the General Conditions. these Representatives shall have the authority and limitations as provided in paragraph 913 of the General Conditions and shall be subject to the following: 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 properly advised about such matters. The Representative's dealings 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 7 schedule and other schedules prepared by the CONTRACTOR and consult with the ' ENGINEER concerning acceptability. 9.3.2 2. Conferences and Meeting - Attend meeting with the. CONTRACTOR such as preconstruction conferences, progress meetings and other sob conferences and prepare and circulate copies of minutes of meetings. 9.3.2.3. Liaison 9.3.2.3.1. Serve as ENGINEER'S liaison ' with CONTRACTOR, working principally through CONTRACTOR'S superintendent to assist the CONTRACTOR in understanding ' the Contract Documents. 9.3.2.3.2. Assist in obtaining from OWNER additional details or information_ when required, for proper execution of the Work. 9.3.2.3.3. Advise the ENGINEER and ' CONTRACTOR of the commencement of any Work requiring a Shop Drawing or sample submission if the submission has not been approved by the ENGINEER ' 9.32.4.Review of Work, Resection of Defective Work. Inspections and Tests - 93.2.4.1. Conduct on -site observations of the Work in progress to assist the ENGINEER ' in determining that the Work is proceeding in accordance with the Contract Documents. 1 1 9.3.2.4.3. Accompany visiting inspectors representing public or other agencies having iurisdiction over the Proiect, record the results of these inspections and report to the ENGINEER. 9.32.5. Intemretation of Contract Documents. Report to ENGINEER when clarifications and interpretations of the Contract Documents are needed and transmit to CONTRACTOR clarification and intemretation of the Contract Documents as issued by the ENGINEER 9.3.2.6. Modifications. Consider and evaluate CONTRACTOR'S suggestions for �O EJCDC GENERAL CONDITIONS 19105 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/7-000) modification in Drawings or Specifications and report these recommendations to ENGINEER. Accurately transmit to CONTRACTOR decisions issued by the ENGINEER 9.3.2.7. Records. CONTRACTORS, subcontractors and major suppliers of equipment and materials. 9.3.2.8. Reports. 9.3.2.8.1. Furnish ENGINEER Wriodic reports,. as required, of the progress of the Work and of the CONTRACTOR'S compliance with the egress schedule and schedule of shop Drawing and sample submittals 9.3.2.8.2, Consult with ENGINEER in advance of scheduling major tests, inspections or start of important phases of the Work. 9.3.2.8.3. Draft proposed Change Orders and Work Directive Changes, obtaining backup material from the CONTRACTOR and recommend to ENGINEER Change Orders. Work Directive Changes and field orders 9.3.2.8.4. Report immediately to ENGINEER and OWNER the occurrence of any accident.. 93.2.9. Payment Requests. Review applications for payment with CONTRACTOR for compliance with the -established procedure for their submission and forward with recommendation to ENGINEER, noting particularly the relationship of requirements of the Contract Documents (in the form of ' the payment requested to the schedule of values, . work completed and materials and equipment Drawings or otherwise) as ENGINEER may detenmine necessary, which shall be consistent with the intent of and delivered at the site but not incorporated in the reasonably inferable from the Contract Documents. Such Work. written clarifications and interpretations will be binding on OWNER and CONTRACTOR If OWNER or 9.3.2.10. Completion. CONTRACTOR believes that a written clarification or interpretation justifies an adjustment in the Contract Price 9.3.2.10.1. Before ENGINEER issues a or the Contract Times and the parties are unable to agree Certificate of Substantial Completion, submit to the amount or extent thereof if any, OWNER or to CONTRACTOR alist of observed items CONTRACTOR may make a written claim therefor as ' requiring correction or completion 9.3.2.10.2. Conduct final inspection in the provided in Article 11 or Article 12. Authorized Variationsin Work: company of the ENGINEER OWNER and CONTRACTOR and prepare a final list of 9.5. ENGINEER may authorize minor variations in items to be corrected or completed. the Work from the requirements of the Contract Documents which do not involve an adjustment in the ' 9.3.2.10.3. Observe that all items on the Contract Price or the Contract Times and are compatible final list have been corrected or completed and with the design concept of the completed Project as a make recommendations to ENGINEER functioning whole as indicated by the Contract concerning acceptance. Documents. These may be accomplished by a Field Order and will be binding on OWNER and also on ' 9.33. Limitation of Authority: The Representative shall CONTRACTOR who shall perform the Work involved not: promptly. If OWNER or CONTRACTOR believes that a Field Order justifies an adjustment in the Contract Price or 93.3.1. Authorize any deviations from the the Contract Times and the parties are unable to agree as Contract Documents or accept any substitute to the amount or extent thereof, OWNER or ' materials or equipment, unless authorized by the CONTRACTOR may make a written claim therefor as ENGINEER provided in Article 11 or 12. 9.3.3.2. Exceed limitations of ENGINEER'S Rejecting Defective [Vork.- authority as set forth in the Contract Documents. ' 9.3.3.3. Undertake any of the responsibilities 9.6. ENGINEER will have authority to disapprove or of the CONTRACTOR Subcontractors, or reject Work which ENGINEER believes to be defective, CONTRACTOR'S superintendent or that ENGINEER believes will not produce a completed Project that conforms to the Contract Documents or that 9.3.3.4. Advise on, or issue directions relative will prejudice the integrity of the design concept of the ' to, or assume control over any aspect of the completed Project as a functioning whole as indicated by means, methods, techniques, sequences or the Contract Documents. ENGINEER will also have procedures for construction unless such is authority to require special inspection or testing of the specifically called for in the Contract Documents. Work as provided in paragraph 13.9, whether or not the Work is fabricated, installed or completed. 9.3.3.5. Advise on or issue directions regarding or assume control over safety Shop Drawings, Change Orders and Payments: precautions and programs in connections with the Work. 9.7. In connection with ENGINEER's authority as to Shop Drawings and Samples, see paragraphs 6.24 through ' 9.3.3.6. Accept Shop Drawings or sample 6.28 inclusive. submittals from anyone other than the CONTRACTOR. 9.8. In connection with ENGINEER's authority as to Change Orders, see Articles 10, 11, and 12. 9.33.7. Authorize OWNER to occupy the ' Work in whole or in part. 9.9. In connection with ENGINEER's authority as to Applications for Payment, see Article 14. 9.3.3.8. Participate in specialized field or laboratory tests or inspections conducted by others Determinations for Unit Prices: except as specifically authorized by the ENGINEER 9.10. ENGINEF.,R will determine the actual quantities and classifications of 'Unit Price Work performed by Clarifications and Interpretations: CONTRACTOR. ENGINEER will review with CONTRACTOR the ENGINEER's preliminary ' 9.4. ENGINEER will issue with reasonable promptness such written clarifications or interpretations of the determinations on such matters before rendering a written decision thereon (by recommendation of an Application EICDCGENEI AL CONDITIONS 1910-8 (1990 Edition) 21 w/ CITY OF FORT COLLINS MODIFICATIONS (REV 412000) I 1 for Payment or otherwise). ENGINEER's written decision thereon will be final and binding upon OWNER and ' CONTRACTOR, unless, within ten days after the date of any such decision, either OWNER or CONTRACTOR delivers to the other and to ENGINEER written notice of intention to appeal from ENGINEER's decision and: (i) an ' appeal from ENGINEER's decision is taken within the time limits and in accordance with the procedures set forth in Exhibit GC -A, "Dispute Resolution Agreement", entered into between OWNER and CONTRACTOR pursuant to Article 16, or (ii) if no such Dispute Resolution Agreement has been entered into, a formal proceeding is instituted by the appealing party in a forum of competent jurisdiction to ' exercise such rights or remedies as the appealing party may have with respect to ENGINEER's decision, unless otherwise agreed in writing by OWNER and CONTRACTOR Such appeal will not be subject to the ■ procedures of paragraph 9.11. Decisions on Disputes. 9.11. ENGINEER will be the initial interpreter of the requirements of the Contract Documents and judge of the ' acceptability of the Work thereunder. Claims, disputes and other matters relating to the acceptability of the Work or the interpretation of the requirements of the Contract Documents pertaining to the performance and furnishing of ' the Work and claims under Articles I 1 and 12 in respect of changes in the Contract Price or Contract Tunes will be referred initially to ENGINEER in writing with a request for a formal decision in accordance with this paragraph. Written notice of each such claim, _dispute or other matter ' will be delivered by the claimant to ENGINEER and the other party to the Agreement promptly (but in no event later than thirty days) after the start of the occurrence or event giving rise thereto, and written supporting data will be submitted to ENGINEER and the other party within sixty days after the start of such occurrence or event unless ' ENGINEER allows an additional period of time for the submission of additional or more accurate data in support of such claim, dispute or other matter. The opposing party shall submit any response to ENGINEER and the claimant within thirty days after receipt of the claimant's last ' submittal (unless ENGINEER allows additional time). ENGINEER will render a formal decision in writing within thirty days after receipt of the opposing party's submittal, if any, in accordance with this paragraph ENGINEER's written decision on such claim, dispute or other matter will ' be final and binding upon OWNER and CONTRACTOR unless: (i) an appeal from ENGINEER's decision is taken within the time limits and in accordance with the procedures set forth in . EXIIIBIT GC -A, "Dispute Resolution Agreement", entered into between OWNER and ' CONTRACTOR pursuant to Article 16, or (ii) if no such Dispute Resolution Agreement has been entered into, a written notice of intention to appeal from ENGINEER's written decision is delivered by OWNER or ' CONTRACTOR to the other and to ENGINEER within thirty days after the date of such decision and a formal proceeding is instituted by the appealing party in a forum of competent jurisdiction to exercise such rights or remedies as the appealing party may have with respect to such claim, dispute or other matter in accordance with applicable Laws ' and Regulations within sixty days of the date of such EJCDC GENERAL. CONDITIONS 1910-8 (1990 Edition) 22 ' w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4no00) decision, unless otherwise agreed in writing by OWNER and CONTRACTOR 9.12. When functioning as interpreter and judge under paragraphs 9.10 and 9.11, ENGINEER will not show partiality to OWNER or CONTRACTOR and will not be liable in connection with any interpretation or decision rendered in good faith in such capacity. The rendering of a decision by ENGINEER pursuant to paragraphs 9.10 or 9.11 with respect to any such claim, dispute or other matter (except any which have been waived by the making or acceptance of final payment as provided in paragraph 14.15) will be a condition precedent to any exercise by OWNER or CONTRACTOR of such rights or remedies as either may otherwise have under the Contract Documents or by Laws or Regulations in respect of any such claim, dispute or other matter puEsuant to Article 46. 9.13. Limitations on ENGINEER's .Authority and Responsibilities: 9.13.1. Neither ENGINEER's authority or responsibility under this Article 9 or under any other provision of the Contract Documents nor any decision made by ENGINEER in good faith either to exercise or not exercise such authority or responsibility or the undertaking, exercise or performance of any authority or responsibility by ENGINEER shall create, impose or give rise to any duty owed by ENGINEER to CONTRACTOR, any Subcontractor, any Supplier, any other person or organization, or to any surety for or employee or agent of any of them. 9.13.2. ENGINEER will not supervise, direct, control or have authority over or be responsible for CONTRACTORts means, methods, techniques, sequences or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of CONTRACTOR to comply with Laws and Regulations applicable to the furnishing or performance of the Work. ENGINEER will not be responsible for CONTRACTOR's failure to perform or furnish the Work in accordance with the Contract Documents. 9.13.3. ENGINEER will not be responsible for the acts or omissions of CONTRACTOR or of any . Subcontractor, any Supplier, or of any other person or organization performing or furnishing any of the Work. 9.13.4. ENGINEER's review of the final Application for Payment and accompanying documentation and all maintenance and operating instructions, schedules, guarantees, Bonds and certificates of inspection, tests and approvals and other documentation required to be delivered by paragraph 14.12 will only be to determine generally that their content complies with the requirements of, and in the case of certificates of inspections, tests and approvals that the results certified indicate compliance with, the Contract Documents. 9.13.5. The limitations upon authority and 1 1 L �1 responsibility set forth in this paragraph 9.13 shall also apply to ENGINEER's Consultants, Resident Project Representative and assistants. ARTICLE 10—CEIANGES IN THE WORD 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). 102. If OWNER and CONTRACTOR are unable to agree as to the extent, if any, of an adjustment in the Contract Price or an adjustment of the Contract Times that should be allowed as a result of a Work Change Directive, a claim may be made therefor as provided in Article it or Article 12. 10.3. CONTRACTOR shall not be entitled to an increase in the Contract Price or an extension of the Contract Times with respect to any Work performed that is not regtired by the Contract Documents as amended, modified and supplemented as provided in paragraphs 3.5 and 3.6, except in the case of an emergency as provided in paragraph 6.23 or in the case of uncovering Work as provided in paragraph 13.9. 10.4. OWNER and CONTRACTOR shall execute appropriate Change Orders recommended by ENGINEER (or Written Amendments) covering: 10.4.1. changes in the Work which are (i) ordered by OWNER pursuant to paragraph 10.1, (ii) required because of acceptance of defective Work under paragraph 13.13 or correcting defective Work under paragraph 13.14, or (iii) agreed to by the parties; 10.42. changes in the Contract Price or Contract Times which are agreed to by the parties; and 10.4.3. changes in the Contract Price or Contract Times which embody the substance of any written decision rendered by ENGINEER pursuant to paragraph 9.111 provided that, in lieu of executing any such Change Order, an appeal may be taken from any such decision in accordance with the provisions of the Contract Documents and applicable Laws and Regulations, but during any such appeal, CONTRACTOR shall carry on the Work and adhere to the progress schedule as provided in paragraph 6.29. 10.5. If notice of any change affecting the general scope of the Work or the provisions of the Contract Documents E1CDC GENERAL CONDITIONS 1910-8 (1990.Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) (including, but not limited to, Contract Price or Contract Times) is required by the provisions of any Bond to be given to a surety, the giving of any such notice will be CONTRACTOR's responsibility, and the amount of each applicable Bond will be adjusted accordingly. ARTICLE 11—CHANGE OF CONTRACT PRICE 11.1. The Contract Price constitutes the total compensation (subject to authorized adjustments) payable to CONTRACTOR for performing the Work. All duties, responsibilities and obligations assigned to or undertaken by CONTRACTOR shall be at CONTRACTORS expense without change in the Contract Price, 11.2. The Contract Price may only be changed by a Change Order or by a Written Amendment. Any claim for an adjustment in the Contract Price shall be based on written notice delivered by the party making the claim to the other party and to ENGINEER promptly (but in no event later than thirty days) after the start of the occurrence or event giving rise to the claim and stating the general nature of the claim. Notice of the amount of the claim with supporting data shall be delivered within sixty days after the start of such occurrence or event (unless ENGINEER allows additional time for claimant to submit additional or more accurate data in support of the claim) and shall be accompanied by claimant's written statement that the adjustment claimed covers all known amounts to which the claimant is entitled as a result of said occurrence or event. All claims for adjustment in the Contract Price shall be determined by ENGINEER in accordance with paragraph 9.l 1 if OWNER and CONTRACTOR cannot otherwise agree on the amount involved. No claim for an adjustment in the Contract Price will be valid if not submitted in accordance with this paragraph 11.2. 11.3. The value of any Work covered by a Change Order or of any claim for an adjustment in the Contract Price will be determined as follows: 11.3.1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of 23 paragraphs 11.9.1 through 11.9.3, inclusive); ' 11.3.2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed payment basis, including lump sum (which may include an allowance for overhead and ' profit not necessarily in accordance with paragraph 11.6.2); 11.3.3. where the Work involved is not covered by unit prices contained in the Contract Documents and 1 agreement to a lump sum is not reached under paragraph 11.3.2, on the basis of the Cost of the Work (determined as provided in paragraphs 11.4 and 11.5) plus a CONTRACTOR's fee for overhead and profit (determined as provided in paragraph 11.6). ' Cost of the Work: 11.4. The tern Cost of the Work means the sum of all costs necessarily incurred and paid by CONTRACTOR in the proper performance of the Work. Except as otherwise may be agreed to in writing by OWNER such costs shall ' be in amounts no higher than those prevailing in the locality of the Project, shall include only the following items and shall not include any of the costs itemized in paragraph 1 L5: ' 11.4.1. Payroll costs for employees in the direct employ of CONTRACTOR in the performance of the Work under schedules of job classifications agreed upon by OWNER and CONTRACTOR. Such employees shall include without limitation ' superintendents, foremen and other personnel employed full-time at the site. Payroll costs for employees not employed full-time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall in6tude, but a be limited to; ' salaries and wages plus the cost of fringe benefits which shall include social security contributions, unemployment, excise and payroll taxes, workers' compensation, health and retire meet benefits,—benases y applicable thereto. t The expenses of performing Work after regular working hours, on Saturday; Sunday or legal holidays, shall be included in the above to the extent authorized by OWNER. ' 11.4.2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith All cash ' discounts shall accrue to CONTRACTOR unless OWNER deposits funds with CONTRACTOR with which to make payments, in which case the cash discounts shall accrue to OWNER. All trade discounts, rebates and refunds and returns from sale of surplus materials and equipment shall accrue to OWNER, and CONTRACTOR shall make provisions so that they may be obtained. 11.4.3. Payments made by CONTRACTOR to the Subcontractors for Work performed or furnished by ' Subcontractors. If required by OWNER, EJCDC GENERAL CONDITIONS I9103 (1990 Edition) 24 ' w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) CONTRACTOR shall obtain competitive bids from Subcontractors acceptable to OWNER and CONTRACTOR and shall deliver such bids to OWNER who will then determine, with the advice of ENGINEER, which bids, if any, will be accepted. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as CONTRACTOR's Cost of the Work and fee as provided in paragraphs l l.4, 11.5, 11.6 and 11.7. All subcontracts shall be subject to the other provisions of the Contract Documents insofar as applicable. 11.4.4. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys and accountants) employed for services specifically related to the Work. 11.4.5. Supplemental costs including the following 11.4.5.1. The proportion of necessary transportation, travel and subsistence expenses of CONTRACTOR's employees incurred in discharge of duties connected with the Work. 11.4.5.2. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office and temporary facilities at the site and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost less market value of such items used but not consumed which remain the property of CONTRACTOR IIA5.3. Rentals of all construction equipment and machinery and the parts thereof whether rented from CONTRACTOR or others in accordance with rental agreements approved by OWNER with the advice of ENGINEER, and the costs of transportation, loading, unloading, installation, dismantling and removal thereof —all in accordance with terms of said rental agreements. The rental of any such equipment, machinery or parts shall cease when the use thereof is no longer necessary for the Work. 11.4.5.4. Sales, consumer, use or similar taxes related to the Work, and for which CONTRACTOR is liable, imposed by Laws and Regulations. 11.4.5.5. Deposits lost for causes other than negligence of CONTRACTOR, any Subcontractor or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. 11.4.5.6. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by CONTRACTOR in connection with the 1 performance and furnishing of the Work (except 11_5.5. Costs due to the negligence of losses and damages within the deductible amounts CONTRACTOR, any Subcontractor, or anyone ' of property insurance established by OWNER in directly or indirectly employed by any of them or for accordance with paragraph 5.9), provided they whose acts any of them may be liable, including but have resulted from causes other than the not limited to, the correction of defectie Work, negligence of CONTRACTOR, any disposal of materials or equipment wrongly supplied Subcontractor, or anyone directly or indirectly and making good any damage to property. employed by any of them or for whose acts any of them may be liable. Such losses shall include 11.5.6. Other overhead or general expense costs of settlements made with the written consent and any kind and the costs of any item not specifically and approval of OWNER No such losses, damages expressly included in paragraph 11.4. and expenses shall be included in the Cost of the Work for the purpose of determining 11.6. The CONTRACTOR's fee allowed to ' CONTRACTOR's fee. If� however, any such loss CONTRACTOR for overhead and profit shall be or damage requires reconstruction and determined as follows: CONTRACTOR is placed in charge thereof; CONTRACTOR shall be paid for services a fee 11.6.1. a mutually acceptable fixed fee; or proportionate to that stated in paragraph 11.6.2. ' 11.6.1 if a fixed fee is not agreed upon, then a fee 11.4.5.7. The cost of utilities, fuel and sanitary based on the following percentages of the various facilities at the site. portions of the Cost of the Work: 11.4.5.8. Minor expenses such as telegrams, 11.6.2.1. for costs incurred under ' long distance telephone calls, telephone service at paragraphs 11.4.1 and 11.4.2, the the site, expressage and similar petty cash items in CONTRACTOR's fee shall be fifteen percent; connection with the Work. 11.6.2.2. for costs incurred under 11.4.5.9. Cost of premiums for additional Bonds paragraph 11.43, the CONTRACTOR's fee shall ' and insurance required because of changes in the be five percent; Work. 11.6.2.3. where one or more tiers of 11.5. The term Cost of the Work shall not include any of subcontracts are on the basis of Cost of the Work the following: plus a fee and no fixed fee is agreed upon, the intent of paragraphs 11.4.1, 11.4.2, 11.4.3 and 11.5.1. Payroll costs and other compensation of 11.6.2 is that the Subcontractor who actually CONTRACTOR's officers, executives, principals (of performs or furnishes the Work, at whatever tier, partnership and sole proprietorships), general managers, will be paid a fee of fifteen percent of the costs engineers, architects, estimators, attorneys, auditors, incurred by such Subcontractor under paragraphs ' accountants, purchasing and contracting agents, 11.4.1 and 11.4.2 and that any higher tier expediters, timekeepers, clerks and other personnel Subcontractor and CONTRACTOR will each be employed by CONTRACTOR whether at the site or in paid a feeef a.,, pe ent of the amount paid t CONTRACTOR's principal or a branch office for the next lewer tier. Stibeeft"eter; to be negotiated general administration of the Work and not specifically in good faith with the OWNER but not to exceed ' included in the agreed upon schedule of job five percent of the amount paid to the next lower classifications referred to in paragraph 11.4.1 or tier Subcontractor. specifically covered by paragraph 11.4.4—all of which are to be considered administrative costs covered by the 11.6.2.4. no fee shall be payable on the basis CONTRACTOR's fee. of costs itemized under paragraphs 11.4.4, 11.4.5 ' and 11.5; 11.5.2. Expenses of CONTRACTOR's principal and branch offices other than CONTRACTOR's office at 11.6.2.5. the amount of credit to be allowed the site. by CONTRACTOR to OWNER for any change which results in a net decrease in cost will be the 11.5.3. Any part of CONTRACTOR's capital amount of the actual net decrease in cost plus a expenses, including interest on . CONTRACTOR'S deduction in CONTRACTOR's fee by an amount capital employed for the Work and charges against equal to five percent of such net decrease; and CONTRACTOR for delinquent payments. 11.6.2.6. when both additions and credits are ' 11.5.4. Cost of premiums for all Bonds and for all involved in any one change, the adjustment in insurance whether or not CONTRACTOR is required CONTRACTOR's fee shall be computed on the by the Contract Documents to purchase and maintain basis of the net change in accordance with the same (except for the cost of premiums covered by paragraphs 11,6.2.1 through 11.6.2.5, inclusive. ' subparagraph 11.4.5.9 above). 11.7' Whenever the cost of any Work is to be EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) 25 w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) 1 1 1 1 1 Rev 10/20/07 SECTION 00020 INVITATION TO BID Section 00020 Page 2 r 7 H determined pursuant to paragraphs 11.4 and 11.5, CONTRACTOR will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in form acceptable to ENGINEER an itemized cost breakdown together with supporting data. Cash Allowances. 11.8. It is understood that CONTRACTOR has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be furnished and performed for such sums as may be acceptable to OWNER and ENGINEER CONTRACTOR agrees that: 11.8.1. the allowances include the cost to CONTRACTOR (less any applicable trade discounts) of materials and equipment required by the allowances to be delivered at the site, and all applicable taxes; and 11.8.2. CONTRACTOR's costs for unloading and handling on the site, labor, installation costs, overhead, profit and other expenses contemplated for the allowances have been included in the Contract Price and not in the allowances and no demand for additional payment on account of any of the foregoing will be valid. Prior to final payment, an appropriate Change Order will be issued as recommended by ENGINEER to reflect actual amounts due CONTRACTOR on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.9. Unit Price Work. 11.9.1. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the established unit prices for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. 'Determinations of the actual quantities and classifications of Unit Price Work performed by CONTRACTOR will be made by ENGINEER in accordance with paragraph 9.10. 11.9.2. Each unit price will be deemed to include an amount considered by CONTRACTOR to be adequate to cover CONTRACTOR's overhead and profit for each separately identified item. 11.9.3.OWNER or CONTRACTOR may make a claim for an adjustment in the Contract Price in accordance with Article 11 if 11.9.3.1. the quantity of any item of Unit Price Work performed by CONTRACTOR differs materially and significantly from the estimated quantity of such item indicated in the Agreement; EJCDC GENERAL CONDITIONS 19103 (1990 Edition) 26 w/ aTY OF FORT COLLINS MODIFICATIONS (REV 4P000) and 11.9.3.2. there is no corresponding adjustment with respect to any other item of Work, and 11.9.3.3. if CONTRACTOR believes that CONTRACTOR is entitled to an increase in Contract Price as a result of having incurred additional expense or OWNER believes that OWNER is entitled to a decrease in Contract Price and the parties are unable to agree as to the amount of any such increase or decrease. 11.9.3.4. CONTRACTOR acknowledges that the OWNER has the right to add or delete items in the Bid or change quantities at OWNER'S sole discretion without affecting the Contract Price of any remaining item so long as the deletion or addition does not exceed twenty-five percent of the original total Contract Price. ARTICLE 12--CHANGE OF CONTRACT TIMES 12.1. The Contract Times (or Milestones) may only be changed by a Change Order or a Written Amendment. Any claim for an adjustment of the Contract Times (or Milestones) shall be based on written notice delivered by the parry making the claim to the other party and to ENGINEER promptly (but in no event later than thirty days) after the occurrence of the event giving rise to the claim and stating the general nature of the claim. Notice of the extent of the claim with supporting data shall be delivered within sixty days after such occurrence (unless ENGINEER allows additional time to ascertain more accurate data in support of the claim) and shall be accompanied bythe claimant's written statement that the adjustment claimed is the entire adjustment to which the claimant has reason to believe it is entitled as a result of the occurrence of said event. All claims for adjustment in the Contract Times (or Milestones) shall be determined by ENGINEER in accordance with paragraph 9.11 if OWNER and CONTRACTOR cannot otherwise agree. No claim for an adjustment in the Contract Times (or Milestones) will be valid if not submitted in accordance with the requirements of this paragraph 12.1. 12.2. All time limits stated in the Contract Documents are of the essence of the Agreement. 12.3. Where CONTRACTOR is prevented from completing any part of the Work within the Contract Times (or Milestones) due to delay beyond the control of CONTRACTOR, the Contract Times (or Milestones) will be extended in an amount equal to time lost due to such delay if a claim is made therefor as provided in paragraph 12.1. Delays beyond the control of CONTRACTOR shall include, but not be limited to, acts or neglect by OWNER, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions or acts of God. Delays attributable to and I 1 n l� within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of CONTRACTOR. 12.4. V✓liere CONTRACTOR is prevented from completing any part of the Work within the Contract Times (or Milestones) due to delay beyond the control of both OWNER and CONTRACTOR, an extension of the Contract Times (or Milestones) in an amount equal to the time lost due to such delay shall be CONTRACTOR's sole and exclusive remedy for such delay. In no event shall OWNER be liable to CONTRACTOR, any Subcontractor, any Supplier, any other person or organization, or to any surety for or employee or agent of any of them, for damages arising out of or resulting from (i) delays caused by or within the control of the CONTRACTOR, or (ii) delays beyond the control of both parties including, but not limited to, fires, floods, epidemics, abnormal weather conditions, acts of God or acts or neglect by utility owners or other contractors performing other work as contemplated by Article 7. ARTICLE 13--TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.1. Notice of Defects: Prompt notice of all defective Work of which OWNER or ENGINEER have actual knowledge will be given to CONTRACTOR All defective Work may be rejected, corrected or accepted as provided in this Article 13. Access to Work: 13.2. OWNER, ENGINEER, 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 feasmable time for their observation, inspecting and testing. CONTRACTOR shall provide them proper and safe conditions for such access and advise them of CONTRACTOR's site safety procedures and programs so that they may comply therewith as applicable. Tests and Inspections: 13.3. CONTRACTOR shall give ENGINEER timely notice of readiness of the Work for all required inspections, tests or approvals, and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. 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, 139 EJCDC GENERAL. CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) below shall be paid as provided in said paragraph 13.9; and 13.4.3. as otherwise specifically provided in the Contract Documents. 13.5. If Laws or Regulations of any public body having jurisdiction require any Work (or part thereof) specifically to be inspected, tested or approved by an employee or other representative of such public body, CONTRACTOR shall assume full responsibility for arranging and obtaining such inspections, tests or approvals, pay all costs in connection therewith, and furnish ENGINEER the required certificates of inspection, or approval. CONTRACTOR shall also be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests or approvals required for OWNER's and ENGINEER's acceptance of materials or equipment to be incorporated in the Work, or of materials, mix designs or equipment submitted for approval prior to CONTRACTOR's purchase thereof for incorporation in the Work. 13.6. If any Work (or the work of others) that is to be inspected, tested or approved is covered by CONTRACTOR without written concurrence of ENGINEER, it must, if requested by ENGINEER, be uncovered for observation. 13.7. Uncovering Work as provided in paragraph 13.6 shall be at CONTRACTOR's expense unless CONTRACTOR has given ENGINEER timely notice of CONTRACTOR's intention to cover the same and ENGINEER has not acted with reasonable promptness in response to such notice. Uncovering Work: 13.8. If any Work is covered contrary to the written request of ENGINEER, it must, if requested by ENGINEER, be uncovered for ENGINEER's observation and replaced at CONTRACTOR's expense. 13.9. If ENGINEER considers it necessary or advisable that covered Work be observed by ENGINEER or inspected or tested by others, CONTRACTOR, at ENGINEER's request, shall uncover, expose or otherwise make available for observation, inspection or testing as ENGINEER may require, that portion of the Work in question, furnishing all necessary labor, material and equipment If it is found that such Work is defective, CONTRACTOR shall pay all claims, costs, losses and damages caused by, arising out of or resulting from such uncovering, exposure, observation, inspection and testing and of satisfactory replacement or reconstruction, (including but not limited to all costs of repair or replacement of work of others); and OWNER shall be entitled to an appropriate decrease in the Contract Price, and, if the parties are unable to agree as to the amount thereof, may make a claim therefor as provided in Article 11. If, however, such Work is not found to be defective, CONTRACTOR shall be allowed an increase in the Contract Price or an extension of the Contract Times (or Milestones), or both, directly attributable to such 27 .1 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. 011ER Alay Stop the IYork: 13.10. If the Work is defective, or CONTRACTOR fails to supply sufficient skilled workers or suitable materials or equipment, or fails to furnish or perform the Work in such a way that the completed Work will conform to the Contract Documents, OWNER. may order CONTRACTOR to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of OWNER to stop the Work shall not give rise to any duty on the part of OWNER to exercise this right for the benefit of CONTRACTOR or any surety or other party. Correction or Removal of Defective Work: 13.11. If required by ENGINEER, CONTRACTOR shall promptly, as directed either correct all defective Work, whether or not fabricated, installed or completed, or, if the Work has been rejected by ENGINEER, remove it from the site and replace it with Work that is not defective. CONTRACTOR shall pay all claims, costs, losses and damages caused by or resulting from such correction or removal (including but not limited to all costs of repair or replacement of work of others). 13.12. Correction Period: 13.12.1.If within ena year two years after the date of Substantial Completion or such longer period of time as may be prescribed by Laws or Regulations or by the terms of any applicable special guarantee required by the Contract Documents or by any specific provision of the Contract Documents, any Work is found to be defective, CONTRACTOR shalll promptly, without cost to OWNER and in accordance with OWNER's written instructions: (i) correct such defective Work, or, if it has been rejected by OWNER, remove it from the site and replace it with Work that is not defective, and (ii) satisfactorily correct or remove and replace any damage to other Work or the work of others resulting therefrom. If CONTRACTOR does not promptly comply with the terms of such instructions, or in an emergency where delay would cause serious risk of loss or damage, OWNER may have the defective Work corrected or the rejected Work removed and replaced, and all claims, costs, losses and damages caused by or resulting from such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by CONTRACTOR. 13.12.2.In special circumstances where a particular item of equipment is placed in continuous service before Substantial Completion of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Specifications or by Written Amendment 13.12.3. Where defective Work (and damage to other EJCDC GENERAL CONDITIONS 1910-3 (1990 Edition) 28 w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) Work resulting therefrom) has been corrected, removed or replaced under this paragraph'13.12, the correction period hereunder with respect to such Work will be extended for an additional period of near two year after such correction or removal and replacement has been satisfactorily completed. Acceptance of Defective [York. 13.13. If, instead of requiring correction or removal and replacement of defective Work, OWNER (and, prior to ENGINEER's recommendation of final payment, also ENGINEER) prefers to accept it, OWNER may do so. CONTRACTOR shall pay all claims, costs, losses and damages attributable to OWNER's evaluation of and determination to accept such defective Work (such costs to be approved by ENGINEER as to reasonableness). If any such acceptance occurs prior to ENGINEER's recommendation of final payment, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and OWNER shall be entitled to an appropriate decrease in the Contract Price, and, if the parties are unable to agree as to the amount thereof, OWNER may make a claim therefor as provided in A ticle I L If the acceptance occurs after such recommendation an appropriate amount will be paid by CONTRACTOR to OWNER. OMVER May Correct Defective Work: 13.14. If CONTRACTOR fails within a reasonable time after written notice from ENGINEER to correct defective Work or to remove and replace rejected Work as required by ENGINEER in accordance with paragraph 13.11, or if CONTRACTOR fails to perform the Work in accordance with the Contract Documents, or if CONTRACTOR fails to comply with any other provision of the Contract Documents, OWNER may, after seven days' written notice to CONTRACTOR correct and remedy any such deficiency. In exercising the rights and remedies under this paragraph OWNER shall proceed expeditiously. In connection with such corrective and remedial action, OWNER may exclude CONTRACTOR from all or part of the site, take possession of all or part of the Work, and suspend CONTRACTOR's services related thereto, take possession of CONTRACTOR's tools, appliances, construction equipment and machinery at the site and incorporate in the Work all materials and equipment stored at the site or for which OWNER has paid CONTRACTOR but which are stored elsewhere. CONTRACTOR shall allow OWNER, OWNER's representatives, agents and employees, OWNEIt's other contractors and ENGINEER and ENGINEER's Consultants access to the site to enable OWNER to exercise the rights and remedies under this paragraph. All claims, costs, losses and damages incurred or sustained by OWNER in exercising such rights and remedies will be charged against CONTRACTOR and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and OWNER shall be entitled to an appropriate decrease in the Contract Price, and, if the parties are unable to agree as to - the amount thereof, OWNER may make a claim therefor as provided in Article 11. Such claims, costs, losses and I 1 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 OWNERN rights and remedies hereunder. ARTICLE 14-PAYMENTS TO CONTRACTOR AND COMPLETION Schedule of Values: 14.1. The schedule of values established as provided in paragraph 2.9 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to ENGINEER. Progress payments on account of Unit Price Work will be based on the number of units completed. Application for Progress Payment: 14.2. At least twenty days before the date established for each progress payment (but not more often than once a month), CONTRACTOR shall submit to ENGINEER for review an Application for Payment filled out and signed by CONTRACTOR covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice or other documentation warranting that OWNER has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate property insurance and other arrangements to protect OWNER's interest therein, all of which will be satisfactory to OWNER. The amount of retainage with respect to progress payments will be as stipulated in the. Agreement. Any funds that are withheld by the OWNER shall not be subject to substitution by the CONTRACTOR with securities or anv arrangements involving an escrow or custodianship. By executing the application for payment form the CONTRACTOR expressly waives his right to the benefits of Colorado Revised Statutes, Section 24-91-101. et seq. CONTRACTOR's Warranty ofTitle: 14.3. CONTRACTOR warrants and guarantees that title to all Work, materials and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to OWNER no later than the time of payment free and clear of al I Liens. Review of Applications forProgress Payment. 14.4. ENGINEER will, within ten days after receipt of each Application for Payment, either indicate in writing a EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 42000) recommendation of payment and present the Application to OWNER, or return the Application to CONTRACTOR indicating in writing ENGINEER's reasons for refusing to recommend payment. In the latter case, CONTRACTOR may make the necessary corrections and resubmit the Application. Ten days after presentation of the Application for Payment to OWNER with ENGINEER's recommendation, the amount recommended will (subject to the provisions of the last sentence of paragraph 14.7) become due and when due will be paid by OWNER to CONTRACTOR 14.5. ENGINEER's recommendation of any payment requested in an Application for Payment will constitute a representation by ENGINEER to OWNER, based on ENGINEER's on -site observations of the executed Work as an experienced and qualified design professional and on ENGINEER's review of the Application for Payment and the accompanying data and schedules, that to the best of ENGINEER's knowledge, information and belief: 14.5.1. the Work has progressed to the point indicated, 14.5.2. the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Substantial Completion, to the results of any subsequent tests called for in the Contract Documents, to a final determination of quantities and classifications for Unit Price Work under paragraph 9.10, and to any other qualifications stated in the recommendation), and 14.5.3. the conditions precedent to CONTRACTOR's being entitled to such payment appear to have been fulfilled insofar as it is ENGINEER's responsibility to observe the Work. However, by recommending any such payment ENGINEER will not thereby be deemed to have represented that:. (i) exhaustive or continuous on -site inspections have been made to check the quality or the quantity of the Work beyond the responsibilities specifically assigned to ENGINEER in the Contract Documents or (ii) that there may not be other matters or issues between the parties that might entitle CONTRACTOR to be paid additionally by OWNER or entitle OWNER to withhold payment to CONTRACTOR. 14.6. ENGINEER's recommendation of any payment, including final payment, shall not mean that ENGINEER is responsible for CONTRACTOR's means, methods, techniques, sequences or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of CONTRACTOR to comply with Laws and Regulations applicable to the furnishing or performance of Work, or for any failure of CONTRACTOR to perform or furnish Work in accordance with the Contract Documents. 14.7. ENGINEER may refuse to recommend the whole or any part of any payment if, in ENGINEER's opinion, it would be incorrect to make the representations to 29 1 OWNER referred to in paragraph 14S. ENGINEER may also refuse to recommend any such payment, or, because of subsequently discovered evidence or the results of subsequent inspections or tests, nullify any such payment previously recommended, to such extent as may be necessary in ENGINEER's opinion to protect OWNER from loss because: 14.7.1. the Work is defective, or completed Work has been damaged requiring correction or replacement, 14.7.2. the Contract Price has been reduced by Written Amendment or Change Order, 14.7.3. OWNER has been required to correct defective Work or complete Work in accordance with paragraph 13.14, or 14.7.4. ENGINEER has actual knowledge of the occurrence of any of the events enumerated in paragraphs 15.2.1 through 15.2.4 inclusive. OWNER may refuse to make payment of the full amount recommended by ENGINEER because: 14.7.5. claims have been made against OWNER on account of CONTRACTOR's performance or furnishing of the Work, 14.7.6. Liens have been filed in connection with the Work, except where CONTRACTOR has delivered a specific Bond satisfactory to OWNER to secure the satisfaction and discharge of such Liens; 14.7.7. there are other items entitling OWNER to a set- off against the amount recommended, or 14.7.8. OWNER has actual knowledge of the occurrence of any of the events enumerated in paragraphs 14.7.1 through 14.7.3 or paragraphs 15.2.1 through 15.2.4 inclusive; but OWNER must give CONTRACTOR immediate written notice (with a copy to ENGINEER) stating the reasons for such action and promptly pay CONTRACTOR the amount so withheld, or, any adjustment thereto agreed to by OWNER and CONTRACTOR, when CONTRACTOR corrects to OWNER's satisfaction the reasons for such action Substantial Completion: 14.8. When CONTRACTOR considers the entire Work ready for its intended use CONTRACTOR shall notify OWNER and ENGINEER in writing that the entire Work is substantially complete (except for items specifically 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 writing giving the reasons therefor. If. ENGINEER 30 EJCDC GENERAL CONDITIONS 19103 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/7-000) considers the Work substantially complete, ENGINEER will prepare and deliver to OWNER a tentative certificate of Substantial Completion which shall fix the date of Substantial Completion. There shall be attached to the certificate a tentative list of items to be completed or corrected before final payment. OWNER shall have seven days after receipt of the tentative certificate during which to make written objection to ENGINEER, as to any provisions of the certificate or attached list. If, after considering such objections, ENGINEER concludes that the Work is not substantially complete, ENGINEER will within fourteen days after submission of the tentative certificate to. OWNER notify CONTRACTOR in writing, stating the reasons therefor. If, after consideration of OWNER's objections, ENGINEER considers the Work substantially complete, ENGINEER will within said fourteen days execute and deliver to OWNER and CONTRACTOR a definitive certificate of Substantial Completion (with a revised tentative list of items to be completed or corrected) reflecting such changes from the tentative certificate as ENGINEER believes justified after consideration of any objections from OWNER. At the time of delivery of the tentative certificate of Substantial Completion ENGINEER w1il 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 inforni ENGINEER in writing prior to ENGINEER's issuing the definitive certificate of Substantial Completion, ENGINEER's aforesaid recommendation will be binding on OWNER and CONTRACTOR until final payment. 14.9. OWNER shall have the right to exclude CONTRACTOR from the Work after the. date of Substantial Completion, but O'VNER shall allow CONTRACTOR reasonable access to complete or correct items on the tentative list. Partial Utilization: 14.10. Use by OWNER at OWNER's option of any substantially completed part of the Work, which: (i) has specifically been identified in the Contract Documents, or (ii) OWNER, ENGINEER and CONTRACTOR agree constitutes a separately functioning and usable part of the Work that can be used by OWNER for its intended purpose without significant interference with CONTRACTOR's performance of the remainder of the Work, may be accomplished prior to Substantial Completion of all the Work subject to the following: 14.10.1.0WNER at any time may request CONTRACTOR in writing to permit OWNER to use any such part of the Work which OWNER believes to be ready for its intended use and substantially complete. If CONTRACTOR agrees that such part of the Work is substantially complete, CONTRACTOR will certify to OWNER and ENGINEER that such part of the Work is substantially complete and request ENGINEER to issue a certificate of Substantial Completion for that part of the Work. 1 CONTRACTOR at any time may notify OWNER and ENGINEER in writing that CONTRACTOR considers any such part of the Work ready for its intended use and substantially complete and request ENGINEER to issue a certificate of Substantial Completion for that part of the Work. Within a reasonable time after either such request, OWNER, CONTRACTOR and ENGINEER shall make an inspection of that part of the Work to determine its status of completion. If ENGINEER does not consider that part of the Work to be substantially complete, ENGINEER will notify OWNER and CONTRACTOR in writing giving the reasons therefor. If ENGINEER considers that part of the Work to be substantially complete, the provisions of paragraphs 14.8 and 14.4 will apply with respect to certification of Substantial Completion of that part of the Work and the division of responsibility in respect thereof and access thereto. 14.10.2. No occupancy or separate operation of part of the Work will be accomplished prior to compliance with the requirements of paragraph 5.15 in respect of property insurance. Final Inspection: 14.11. Upon written notice from CONTRACTOR that the entire Work or an agreed portion thereof is complete, ENGINEER will make a final inspection with OWNER and CONTRACTOR and will notify CONTRACTOR in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. CONTRACTOR shall immediately take such measures as are necessary to complete such work or remedy such deficiencies. Final Application for Payment. 14.12. After CONTRACTOR has completed all such corrections to the satisfaction of ENGINEER and delivered in accordance with the Contract Documents all maintenance _ and operating instructions, schedules, guarantees, Bonds, certificates or other evidence of insurance required by . paragraph 5.4, certificates of inspection, marked -up record documents (as provided in paragraph 6.19) and other documents, CONTRACTOR may make application for final payment following the procedure for progress payments. The final Application for Payment shall be accompanied (except as previously delivered) by: (i)all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by subparagraph 5.4.13, (ii) consent of the surety, if any, to final payment, and (iii) complete and legally effective releases or waivers (satisfactory to OWNER) of all Liens arising out of or filed in connection with the Work. In lieu of such releases or waivers of Liens and as approved by OWNER, CONTRACTOR may furnish receipts or releases in full and affidavit of CONTRACTOR that: (i) the releases and receipts include all labor, services, material and equipment for which a Lien could be filed, and (ii) all payrolls, material and equipment bills, and other indebtedness connected with the Work for which OWNER or OWNER's property might in any way be responsible have been paid or otherwise satisfied. If any Subcontractor or Supplier fails EJCDC GENERAL CONDITIONS 19104 (1990 E(ition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) to furnish such a release or receipt in full, CONTRACTOR may famish a Bond or other collateral satisfactory to OWNER to indemnify OWNER against any Lien Releases or waivers of liens and the consent of the surety to finalize payment are to be submitted on forms conforming to the format of the OWNER'S standard forms bound in the Project manual. Final Payment andAeceptanee.- 14.13. If, on the basis of ENGINEER's observation of the Work during construction and final inspection, and ENGINEER's review of the final Application for Payment and accompanying documentation as required by the Contract Documents, ENGINEER is satisfied that the Work has been completed and CONTRACTOR's other obligations under the Contract Documents have been fulfilled, ENGINEER will, within ten days after receipt of the final Application for Payment, indicate in writing ENGINEER's recommendation of payment and present the Application to OWNER for payment. At the same time ENGINEER will also give written notice to OWNER and CONTRACTOR that the Work is acceptable subject to the provisions of paragraph 14.15. Otherwise, ENGINEER will return the Application to CONTRACTOR, indicating in writing the reasons for refusing to recommend final payment, in which case CONTRACTOR shall make the necessary corrections and resubmit the Application. Thirty days after presentation to OWNER of the Application and accompanying documentation, in appropriate form and substance and with ENGINEER's recommendation and notice of acceptability, the amount recommended by ENGINEER will become due and will be paid by OWNER to CONTRACTOR subject to paragraph 17.6.2 of these General Conditions. 14.14. If, through no fault of CONTRACTOR, final completion of the Work is significantly delayed and if ENGINEER so confirms, OWNER shall, upon receipt of CONTRACTOR's final Application for Payment and recommendation of ENGINEER, and without terminating the Agreement, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by OWNER for Work not fully completed or corrected is less than the retainage stipulated in the Agreement, and if Bonds have been furnished as required in paragraph 5.1, the written consent of the surety to the payment of the balance due for that portion of the Work fully completed and accepted shall be submitted by CONTRACTOR to ENGINEER with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of claims. Waiver of Claims: 14.15. The making and acceptance of final payment will constitute: 14.15.1. a waiver of all claims by OWNER against CONTRACTOR, except claims arising from unsettled Liens, from .defective Work appearing after 11 final inspection pursuant to paragraph 14.1 I, from failure to comply with the Contract Documents or the terms of any special guarantees specified therein, or from CONTRACTOR's continuing obligations under the Contract Documents; and 14.15.2. A waiver of all claims by CONTRACTOR against OWNER other than those previously made in writing and still unsettled. ARTICLE 15--SUSPENSION OF WORD AND TER141NATION OIVNER May Suspend Work: 15.1. At any time and without cause, OWNTER may suspend the Work or any portion thereof for a period of not more than ninety days by notice in writing to CONTRACTOR and ENGINEER which will fix the date on which Work will be resumed. CONTRACTOR shall resume the Work on the date so fixed. CONTRACTOR shall be allowed an adjustment in the Contract Price or an extension of the Contract Times, or both, directly attributable to any such suspension if CONTRACTOR makes an approved claim therefor as provided in Articles 1 Land 12. OfVNER Mav Terminate: 15.2. Upon the occurrence of any one or more of the following events: 15.2.1. if CONTRACTOR persistently fails to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment or failure to adhere to the progress schedule established under paragraph 2.9 as adjusted from time to time pursuant to paragraph 6.6); 15.2.2. if CONTRACTOR disregards Laws or Regulations of any public body having jurisdiction; 15.2.3. if CONTRACTOR disregards the authority of ENGINEER; or 15.2.4. if CONTRACTOR otherwise violates in any substantial way any provisions of the Contract Documents; OWNER may, after giving CONTRACTOR (and the surety, if any) seven days' written notice and to the extent permitted by Laws and Regulations, terminate the services of CONTRACTOR, exclude CONTRACTOR from the site and take possession of the Work and of all CONTRACTOR's tools, appliances, construction equipment and machinery at the site and use the same to the full extent they could be used by CONTRACTOR (without Lability 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 CONDITIONS 1910-3 (1990 Edition) 32 wl CITY OF FORT COLLINS MODIFICATIONS (REV 40000) CONTRACTOR but which are stored elsewhere, and finish the Work as OWNER may deem expedient. In such case CONTRACTOR shall not be entitled to receive any further payment until the Work is finished If the unpaid balance of the Contract Price exceeds all claims, costs, losses and damages sustained by OWNER arising out of or resulting from completing the Work such excess will be paid to CONTRACTOR If such claims, costs, losses and damages exceed such unpaid balance, CONTRACTOR shall pay the difference to OWNER. Such claims, costs, losses and damages incurred by OWNER will be reviewed by ENGINEER as to their reasonableness and when so approved by ENGINEER incorporated in a Change Order, provided that when exercising any rights or remedies under this paragraph OWNER shall not be required to obtain the lowest price for the Work performed. 15.3. Where CONTRACTOR's services have been so terminated by OWNER, .the termination will not affect any rights or remedies of OWNER against CONTRACTOR then existing or which may thereafter accrue. Any retention or payment of moneys due CONTRACTOR by OWNER will not release CONTRACTOR from liability. 15.4. Upon seven days' written notice to CONTRACTOR and ENGINEER, OWNER may, without cause and without prejudice to any other right or remedy of OWNER, elect to terminate the. Agreement. In such case, CONTRACTOR shall be paid (without duplication of any items): 15.4.1. for completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work: 15.4.2. for expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; 15.4.3. for all claims, costs, losses and damages incurred in settlement of terminated contracts with Subcontractors, Suppliers and others; and 15.4.4. for reasonable expenses directly attributable to termination. . CONTRACTOR shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination CONTRACTOR Mav Stop Work or Terminate. 15.5. If, through no act or fault of CONTRACTOR the Work is suspended for a period of more than ninety days by OWNER or under an order of court or other public authority, or ENGINEER fails to act on any Application for Payment within thirty days after it is submitted or OWNER fails for thirty days to pay CONTRACTOR any 1 u n 1 1 U sum finally determined to be due, then CONTRACTOR may, upon seven days' written notice to OWNER and ENGINEER, and provided OWNER or ENGINEER do not remedy such suspension or failure within that time, terminate the Agreement and recover from OWNER payment on the same terms as provided in paragraph 15.4. In lieu of terminating the Agreement and without prejudice to any other right or remedy, if ENGINEER has failed to act on an Application for Payment within thirty days after it is submitted, or OWNER has failed for thirty days to pay CONTRACTOR any sum finally determined to be due, CONTRACTOR may upon seven days' written notice to OWNER and ENGINEER stop the Work until payment of all such amounts due CONTRACTOR, including interest thereon The provisions of this paragraph 15.5 are not intended to preclude CONTRACTOR from making claim under Articles 11 and 12 for an increase in Contract Price or Contract Times or otherwise for expenses or damage directly attributable to CONTRACTOR's stopping Work as permitted by this paragraph. ARTICLE 16—DISPUTE RESOLUTION If and to the extent that OWNER and CONTRACTOR have agreed on the method and procedure for resolving disputes between them that may arise under this Agreement, such dispute resolution method and procedure, if any, shall be as set forth in Exhibit GC -A, "Dispute Resolution Agreement', to be attached hereto and made a part hereof. If no such agreement on the method and procedure for resolving such disputes has been reached, and subject to the provisions of paragraphs 9.10, 9.11 and 9.12, OWNER and CONTRACTOR may exercise such rights or remedies as either may otherwise have under the Contract Documents or by Laws or Regulations in respect of any dispute. ARTICLEI7—NUSCELL4,NEOUS Giving Notice: 17.1. Whenever any provision .of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if delivered in person to the individual or to a member of the firm, or to an officer of the corporation for whom it is intended, or if delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. 17.2. Computation of Time: 17.2.1. When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday by the law of the applicable jurisdiction, such day will be omitted from the computation. EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) 17.2.2. A calendar day of twenty-four hours measured from midnight to the next midnight will constitute a day. Notice of Claim: 17.3. Should OWNER or CONTRACTOR suffer injury or damage to person or property because of any error, omission or act of the other party or of any of the other party's employees or agents or others for whose acts the other party is legally liable, claim will be made in writing to the other party within a reasonable time of the first observance of such irtjury or damage. The provisions of this paragraph 17.3 shall not be construed as a substitute for or a waiver of the provisions of any applicable statute of limitations or repose.Cumulative Remedies: 17.4. The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto, and, in particular but without limitation, the warranties, guarantees and obligations imposed upon CONTRACTOR by paragraphs 6.12, 6.16, 6.30, 6.31, 6.32, 13.1, 13.12, 13.14, 14.3 and 15.2 and all of the rights and remedies available to OWNER and ENGINEER thereunder, are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations by special warranty or guarantee or by other provisions of the Contract Documents, and the provisions of this paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right and remedy to which they apply. Professional Fees and Court Costs Included: 17.5. Whenever reference is made to "claims, costs, losses and damages", it shall include in each case, but not be limited to, all fees and charges of engineers, architects, attorneys and other professionals and all court or arbitration or other dispute resolution costs. 17.6. The laws of the State of Colorado apply to this Agreement. Reference to two pertinent Colorado statutes are as follows; 17.6.1. Colorado Revised Statutes (CRS 8-17-101) require that Colorado labor be employed to perform the Work to the extent of not less than 80 percent (80°/o) of each tvoe or class of labor in the several classifications of skilled and common labor employed on the proiect Colorado labor means any person who is a bona fide resident of the State of Colorado at the time of employment. without discrimination as to race, color, creed, age, religion or sex 17.6.2. if a claim is filed OWNER is required by law (CRS 38-26-107) to withhold from all payments to CONTRACTOR sufficient funds to insure the payment of all claims for labor, materials, team hire, sustenance, provisions, provender, or other supplies used or consumed by CONTRACTOR or his 33 H 34 EJCDC GENERAL CONDITIONS 1910-3 (1990 Edition) ' w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) 7 (This page left blank intentionally.) 1 r EJCDC GENERAL CONDITIONS 1910.3 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4!?000) F", 35 SECTION 00020 INVITATION TO BID Date: November 13, 2008 ' 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 December 8, 2008, for the Roofing Project:at EPIC and Senior Center; BID ' NO. 6126. If delivered, they are to be delivered to 215 North Mason Street, 2°d Floor, Fort Collins, Colorado, 80524. If mailed, the mailing address is P. 0. Box 580, Fort Collins, CO 80522-0580. ' At said place and time, and promptly thereafter, all Bids that have been duly received will be publicly opened and read aloud., ' The Contract Documents provide for the construction of Bid 6126 Roofing Project at EPIC and Senior Center. ' The work, consists of the reroofing of approximately 11,135 sq. ft. of flat - roofed areas of the EPIC, building, located at 1801 Riverside Avenue, Fort Collins, CO and reproofing of approximately 10,500 sq. ft. of flat roofed areas of the Senior Center Building located at 1200 Raintree Drive, Fort ' Collins, CO extent as indicated on the Drawings, including tear -off of existing materials and new rigid board insulation, membrane roofing and flashings. ' EPIC Roof Replacement Remove existing ballasted EPDM roof. Replace this roof with a TPO System roof per the Aller-Lingle drawings and specifications. Re -use existing metal parapet caps & roof drains. .Senior Center Flat Roof Sections Replacement Remove existing BUR roof sections. Replace this roof with a TPO System roof ' per the Aller-Lingle drawings and specifications. Re -use existing metal parapet caps and rood drains. ' All Bids must be in accordance with the Contract Documents on file with The City of Fort Collins, 215 North Mason St., 2nd floor, Fort Collins, Colorado 80524. ' Contract Documents will be available November 13, 2008. A prebid conference and job walk with representatives of prospective Bidders ' for the EPIC Roof Replacement will be held at 10:00 a.m., on November 25, at EPIC Center, 1801 Riverside, Fort Collins, CO and will then go to the Senior Center,. 1260 Raintree, Fort Collins, CO. ' Rev10/20/07 Section 00970 Page 5 1 F� 36 EJCDC GENERAL CONDITIONS 1910-3 (1990 Edition) tw/ aTY OF FORT COLLINS MODIFICATIONS (REV 40-000) H C 1 H EXHIBIT GC -A to General Conditions of the Construction Contract Between OWNER and CONTRACTOR DISPUTE RESOLUTION AGREEMENT OWNER and CONTRACTOR hereby agree that Article 16 of the General Conditions of the Construction Contract between OWNER and CONTRACTOR is amended to include the following agreement of the parties: 16.1. All claims, disputes and other matters in question between OWNER and CONTRACTOR arising out of or relating to the Contract Documents or the breach thereof (except for claims which have been waived by the making or acceptance of final payment as provided by paragraph 14.15) will be decided by arbitration in accordance with the Construction Industry Arbitration Rules of the American Arbitration Association then obtaining, subject to the limitations of the Article 16. This agreement so to arbitrate and any other agreement or consent to arbitrate entered into in accordance herewith as provided in this Article 16 will be specifically enforceable under the prevailing law of any court having jurisdiction 16.2. No demand for arbitration of any claim, dispute or other matter that is -required to be referred to ENGINEER initiallv for decision in accordance with paragraph 9.11 will be made until the earlier of (a) the date on which ENGINEER has rendered a written decision or (b) the thirty-first day after the parties have presented their evidence to ENGINEER if a written decision has not been rendered by ENGINEER before that date. No demand for arbitration of any such claim, dispute or other matter will be made later than thirty days after the date on which ENGINEER has rendered a written decision in respect thereof in accordance with paragraph 9.11, and the failure to demand arbitration within said thirty days' period will result in ENGINEER's decision being final and binding upon OWNER and CONTRACTOR If ENGINEER renders a decision after arbitration proceedings have been initiated, such decision may be entered as evidence but will not supersede the arbitration proceedings, except where the decision is acceptable to the parties concerned. No demand for arbitration of any written decision of ENGINEER rendered in accordance with paragraph 9.10 will be made later than ten days after the party making such demand has delivered written notice of intention to appeal as provided in paragraph 9.10. 16.3. Notice of the demand for arbitration will be filed in writing with the other party to the Agreement and with the American Arbitration Association, and a copy will be sent to ENGINEER for information. The demand for arbitration will be made within the thirty -day or ten-day period specified in paragraph 16.2 as applicable, and in all other cases within a reasonable time after the claim, dispute or other matter in question has arisen, and in no event shall any such demand be made after the date when institution of legal or equitable proceedings based on such claim, dispute or other matter in question would be barred by the applicable statute of limitations. EJCDC GENERAL CONDITIONS 1910-5 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) 16.4. Except as provided in paragraph 16.5 below, no arbitration arising out of or relating to the Contract Documents shall include by consolidation, joinder or in any other manner any other person or entity (including ENGINEER, ENGINEER's Consultant and the officers, directors, agents, employees or consultants of any of them) who is not a party to this contract unless: ' 16.4.1. the inclusion of such other person or entity is necessary if complete relief is to be afforded among those who are already parties to the arbitration, and 16.4.2. such other person or entity is substantially involved in a question of law or fact which is common to those who are already parties to the arbitration and which will arise in such proceedings, and 16.4.3. the written consent of the other person or entity sought to be included and of OWNER and CONTRACTOR has been obtained for such inclusion, which consent shall make specific reference to this paragraph; but no such consent shall constitute consent to arbitration of any dispute not specifically described in such consent or to arbitration with any party not specifically identified in such consent. 16.5. Notwithstanding paragraph 16.4, if a claim, dispute or other matter in question between OWNER and CONTRACTOR involves the Work of a Subcontractor, either OWNER or CONTRACTOR may join such Subcontractor as a party to the arbitration between OWNER and CONTRACTOR hereunder. CONTRACTOR shall include in all subcontracts required by paragraph 6.11 a specific provision whereby the Subcontractor consents to being joined in an arbitration between OWNER and CONTRACTOR involving the Work of such Subcontractor. Nothing in this paragraph 16.5 nor in the provision of such subcontract consenting to joinder shall create any claim, right or cause of action in favor of Subcontractor and against OWNER, ENGINEER or 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 thereof, and it will not be subject to modification or appeal. 16.7. OWNER and CONTRACTOR agree that they shall first submit any and all unsettled claims, counterclaims, disputes and other matters in question between them arising out of or relating to the Contract Documents or the breach thereof ("disputes"), to mediation by the American Arbitration Association under the Construction 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 ' EJCDC GENERAL CONDITIONS 19I0•S (1990 Ec itim) GC -Al w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/94) SE ' SECTION 00800 SUPPLEMENTARY CONDITIONS e 0 F SECTION 00800 SUPPLEMENTARY CONDITIONS IConditions 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-4.2 Subsurface and Physical Conditions: A. Add the following language to paragraph 4.2.1 of the General Conditions. 4.2.1.1.1 The following report(s) of exploration and tests of subsurface conditions at the.site of the Work: ' None Contractor may rely upon the accuracy of the technical data ' contained in the geotechnical documents, but not upon nontechnical data, interpretations or opinions contained therein or upon the completeness of any information in the report. ' B. 4.2.1.2.1 No drawing of physical conditions in or relating to existing surface or subsurface structures (except Underground Facilities referred to in Paragraph 4.3) which are at or contiguous to the site have been utilized by the Engineer in preparation of ' the Contract Documents, except the following: None ' 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: 1-11 C 1 L 5.4.1 and 5.4.2 Coverage A - Statutory Limits Coverage B - $100,000/$100,000/$500,000 Rev 10/20/07 Section 00800 Page 1 ' 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). ' SC-8.10 OWNER's Project Manager A. Add the following language to ARTICLE 8: ' 8.10. The OWNER will provide a Project Manager. The CONTRACTOR shall direct all questions concerning Contract interpretation, Change Orders, and other requests for clarification or instruction to the Project Manager. 8.10.1 Authority: The Project Manager will be the OWNER's ' representative during the construction of the project. The Project Manager shall have the authority set forth in the OWNER's Capital Project Procedures Manual. The Project Manager t shall have the authority to reject work and materials whenever such rejection may be necessary to ensure the proper performance of the Work in accordance with the Contract Documents. ' 8.10.2 Duties and Responsibilities: The Project Manager will make periodic visits to the project site to observe the progress and ' quality- of the Work and to determine, in general, if the Work is proceeding. in accordance with the Contract Documents. The Project Manager shall not be required to make comprehensive or ' continuous inspections to check the progress or quality of the Work. The Project Manager shall not be responsible for construction means, methods, techniques, sequences, or procedures, or for safety precautions or programs in connection ' with the Work, or for any failure of the Contractor to comply with laws and regulation applicable to the performance or furnishing of the Work. Visits and observations made by the ' Project Manager shall not relieve the CONTRACTOR of his obligation to conduct comprehensive inspections of the Work, to furnish materials and perform acceptable Work, and to provide adequate safety precautions in conformance with the Contract ' Documents. The Project Manager shall at all times have access to the Work. The CONTRACTOR shall provide facilities for such access so the Project Manager may perform his or her functions ' under the Contract Documents. ' Rev 10/20/07 ' 8.10.3 One or more Resident Construction Inspector(s) (RCI) may be assigned to assist the Project Manager in providing observation of the Work, to determine whether or not the Work is proceeding according to the construction documents. CONTRACTOR will receive written notification from the OWNER of any RCI assignments. The RCI shall not supervise, direct or have ' control or authority over, nor means, methods, techniques, be responsible sequences or for, CONTRACTOR's 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. The RCI will not be responsible for CONTRACTOR's failure to perform or furnish the Work in accordance with the Contract Documents. The RCI's dealings in matters pertaining to the on -site work will be to keep the Project Manager properly apprised about such matters. ' 8.10.4 Communications:. All instructions, approvals, and decisions of the Project Manager shall be in writing. The CONTRACTOR may not rely on instructions, approvals, or decisions of the Project Manager until the same are reduced to writing. SC-12.3 Add the following language to the end of paragraph 12.3. ' Contractor will include in the project schedule XX days lost due to abnormal weather conditions. ' SC-13.12 Correction Period: 13.12.4 Add the following language 13.12.4 Warranty - EPIC (1) 2 year Labor Warranty from Contractor (2) 20 year water tight, "NDL," No Dollar Limit, ' Manufacturer Warranty. 13.12.5 Warranty - Senior Center (1) 2 year Labor Warranty from Contractor ' (2) 15 year water tight, "NDL," No Dollar Limit, Manufacturer Warranty ' SECTION 00900 ' ADDENDA, MODIFICATIONS AND PAYMENT ' 00950Contract Change Order 00960Application for Payment 1 C 11 SECTION 00950 CHANGE ORDER NO. PROJECT TITLE: CONTRACTOR: PROJECT NUMBER: DESCRIPTION: 1. Reason for change: 2. Description of Change: 3. Change in Contract Cost 4. Change in Contract Time: ORIGINAL CONTRACT COST $ .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 Rev 10/20/07 DATE: DATE: DATE: DATE: Section 00950 Page 1 u J Section 960 APPLICATION FOR PAYMENT PROJECT: PO# PAY ESTIMATE NO: DATE: CONTRACTOR: ADDRESS: CONTRACT FOR: PARTIAL TO The undersigned Contractor certifies that to the best of his knowledge, information and belief the work covered by this application for Payment has been completed in accordance with the Contract Documents, that all accounts have been paid by him for Work for which previous Certificates for Payment were issued and payments received, in this current payment shown herein is now due. CONTRACTOR: By: Date: FINAL TO In accordance with the Contract Documents, based on site observations and the data comprising the above application, the Architects Certifies to the Owner that the Work has progressed to the point indicated; that the best of his knowledge, information and belief, the quality of the Work is in accordance with the Contract Documents, and that the Contractor is entitled to payment of the AMOUNT CERTIFIED. ENGINEER: By: Date: Application is made for Payment, as shown below, in connection with the Contract. Schedule of Values attached. The present status of the account for this Contract is as follows: ORIGINAL CONTRACT AMOUNT APPROVED CHANGE ORDERS TO DATE ADJUSTED CONTRACT AMOUNT TOTAL WORK COMPLETED AND MATERIALS USED RETAINAGE (10% OF TOTAL) TOTAL EARNED LESS RETAINAGE LIQUIDATED DAMAGES WITHHELD TOTAL EARNED LESS LIQUIDATED DAMAGES LESS PREVIOUS PAYMENTS CURRENT PAYMENT DUE 1 APPROVED BY: (Title) cc: Accounting City Clerk Contractor Engineer Project File u ' Rev 10/20/07 DATE: Section 00960 Page 1 J Prospective Bidders are invited to present their questions relative to this Bid proposal at this meeting. ' The Contract Documents and Construction Drawings may be examined online at: • City of Fort Collins Buy,Speed: 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. ' 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 I City of Fort Collins By James B. O'Neill, II, CPPO, FNIGP Purchasing & Risk Management Director Rev10/20/07 Section 00020 Page 2 WORK CHANGE DIRECTIVE ' INSTRUCTIONS ' A. GENERAL INFORMATION This document was developed for use in situations involving changes in the Work which, if not processed expeditiously, might delay the Project. These changes are often initiated in the field and may affect the ' Contract Price or the Contract Times. This is not a Change Order, but only a directive to proceed with Work that may be included in a subsequent Change Order. For supplemental instructions and minor changes not involving a change in the Contract Price or the Contract Times a Field Order should be used. B. COMPLETING THE WORK CHANGE DIRECTIVE FORM ' Engineer initiates the form, including a description of the items involved and attachments. Based on conversations between Engineer and Contractor, Engineer completes the following: ' METHOD OF DETERMINING CHANGE, IF ANY, IN CONTRACT PRICE: Mark the method to be used in determining the final cost of Work involved and the estimated net effect on the Contract Price. If the change involves an increase in the Contract Price and the estimated amount is approached before the additional or changed Work is completed, another Work Change Directive ' must be issued to change the estimated price or Contractor may stop the changed Work when the estimated time is reached. If the Work Change Directive is not likely to change the Contract Price, the space for estimated increase (decrease) should be marked "Not Applicable". ' Once Engineer has completed and signed the form, all copies should be sent to Owner for authorization because Engineer alone does not have authority to authorize changes in Price or Times. Once authorized by Owner, a copy should be sent by Engineer to Contractor. Price and Times may only be changed by ' Change Order signed by Owner and Contractor with Engineer's recommendation. Paragraph 10.03,A.2 of the General Conditions requires that a Change Order be initiated and processed to cover any undisputed sum or amount of time for Work actually performed pursuant to this Work Change Directive. Once the Work covered by this directive is completed or final cost and times are determined, Contractor should submit documentation for inclusion in a Change Order. THIS IS A DIRECTIVE TO PROCEED WITH A CHANGE THAT MAY AFFECT THE CONTRACT PRICE OR CONTRACT TIMES. A CHANGE ORDER, IF ANY, SHOULD BE CONSIDERED PROMPTLY. ' WORK CHANGE DIRECTIVE No. ' DATE OF ISSUANCE EFFECTIVE DATE OWNER ' CONTRACTOR Contract: Project: ' OWNER's Contract No. ENGINEERrs Project No. ' You are directed to proceed promptly with the following change(s): Description: Purpose of Work Change Directive: Attachments: (List documents supporting change) If OWNER or CONTRACTOR believe that the above change has affected Contract Price any;Claim for a ' Change Order based thereon will involve one or more of the following methods as defined in the Contract Documents. Method of determining change in Contract Price: 11 Unit Prices Lump Sum Cost of the Work Estimated increase (decrease) in Contract Price: Estimated increase (decrease) in Contract $ Times: If the change involves an increase, the estimated Substantial Completion: days; amount is not to be exceeded without further Ready for final payment: days. authorization. RECOMMENDED: ENGINEER AUTHORIZED: OWNER By: By: ' EJCDC No. I I I0-8-F (1116 Edition) Prepared by the Engineers Joint Contract Documents Committee and endorsed by The Associated General Contractors of America and the Construction Specifications Institute. 2 11 Advancwnent option REQUEST FOR INTERPRETATION Project R.F.L Number. From: To: Date: A/F. Project Number. Re: Contract For. Specification Section: Paragraph: Drawing Reference: Detail: Request: Signed by: Date: Response: ❑ Attachments Response From: To: Date Rec'd: Date RetDd: Signed by: Date: Copies: ❑ Owner ❑ Consultants ❑ ❑ ❑ ❑ ❑ File Copyright 1994, Construction Specifications Institute. Page of July 1994 99 Canal Center Plaza, Suite 300 Alexandria, VA 22314 CSI Form 13.2A Rev 10/20/07 Section 00970 Page 3 1 1 1 1 1 1 1 1 Of Corratructlon TochnoAogy Project: To: Re: Clarification Notice Number. From: Date: A/E Project Number. ContractFor. CLARIFICATION NOTICE This Clarification Notice is issued for the purpose of clarifying the Contract Documents based on an interpretation reasonably inferable from the Contract Documents. and therefore has no effect on the Contract Sum or Contract Time. Proceeding with Work in accordance with this Clarification Notice indicates acceptance with no change in the Contract Sum or Contract Time. Specification Section: Paragraph: Drawing Reference: Detail: Description: ❑ Attachments Signed by: Date: Copies: ❑ Owner ❑ Consultants ❑ ❑ ❑ ❑ ❑ File Copyright 1994. Construction Specifications Institute. Pape of July 1994 99 Canal Center Plaza. Suite 300 Alexandria. VA CSI Form 13.3A 22314 Rev 10/20/07 Section 00970 Page 4 Advancement . ofConsbuciRM FIELD ORDER Project: Field Order Number: From: To: Date: ME Project Number. Re: Contract For. You ate hereby directed to execute- promptly this Feld Order which interprets the Contract Documents or orders minor changes in the Work without change in Contract Sum or Contract Time. If you consider that a change in Contract Sum or Contract Time is required, submit a Change Order Request to the A/E immediately and prior to proceeding with this Work. Specification Section: Paragraph: Drawing Reference: Detail_: Description of Interpretation or Change: ❑ Attachments Signed by: Date: Copies: ❑ Owner ❑ Consultants ❑ ❑ ❑ ❑ ❑ File Copyright 199€, Construction Specification Institute, 99 Canal Center Plaza, Suite 300 Alexandria, VA MI14 Rev 10/20/07 Page of July 1994 CSI Form 13.4A Section 00970 Page 5 City of Fort Collins EPIC CENTER REROOFING FORT COLLINS, COLORADO SPECIFICATIONS November 2008 Architect's Project No.: 0843.02 City of Fort Collins Bid No.: ALLER • LINGLE ARCHITECTS P.C. 712 Whalers Way, Suite B-100 Fort Collins, CO 80525 (970) 223-1820 TABLE OF CONTENTS ' DIVISION 1 GENERAL REQUIREMENTS Section 01010 Summary of Work 1 01022 Unit Prices 01026 Application for Payment 01027 Change Order Procedures 01030 Alternates 01040 Coordination 01041 Superintendent ' 01045 01046 Cutting and Patching Access to Site 01060 Regulatory Requirements 01070 Abbreviations 01200 Project Meetings 01310 Construction Schedules 01340 Shop Drawings, Product Data and Samples 01370 01380 Schedule of Values Construction Photographs 01400 Quality Control 01510 Temporary Utilities ' 01520 Construction and Equipment Aids 01530 Barriers and Enclosures 01560 Temporary Controls 01600 Material and Equipment ' 01700 Contract Close -Out 01710 Cleaning 01715 Waste Removal and Recycling ' 01720 Project Record Documents 01730 Operating and Maintenance Data 01740 Warranties and Bonds DIVISION 7 THERMAL AND MOISTURE PROTECTION Section 07220 Roof and Deck Insulation 07221 Tapered Rigid Insulation 07530 Elastomeric Sheet Roofing - Loose-Laid/Ballasted 07621 Galvanized Metal Flashing and Trim ' 07810 Skylights 07900 Sealants and Joint Fillers 11 Table of Contents - 1 EPIC Reroof - 0843.02 1 SECTION 01010 ' SUMMARY OF WORK PART 1 GENERAL ' 1.01 PROJECT SITE A. Location: The site is located at the Edora Pool and Ice Center (EPIC), 1801 Riverside Avenue, Fort Collins, Colorado. ' 1.02 DESCRIPTION OF THE WORK A. General: The work consists of the reroofing of approximately 50,035 sq. ft. of flat -roofed areas of the building, extent as indicated on the Drawings, including tear -off of existing materials and new ' rigid board insulation, membrane roofing and flashings. B. Unless otherwise provided, Contractor shall provide, at his expense, all materials, labor, equipment, tools, transportation and utilities, including cost of connection necessary for successful completion of the project. ' C. It is the intent of the Owner not to disturb the normal functions of the building, its users, employees, vendors, suppliers, contractors or related outside businesses during the work of this project. ' 1. Refer to Section 01046, Access to Site, for specific construction access, phasing and scheduling requirements. D. The Contractor shall be responsible for seeing that all contractors, subcontractors, suppliers and workmen associated with the project conduct themselves in a professional, respectful and ' businesslike manner while on the site. 1. Firearms, alcoholic beverages and controlled substances are not permitted on the premises. 2. Smoking or use of tobacco products shall only be allowed in designated areas, and is prohibited within any structure. 3. All workers shall refrain from the use of profane or abusive language and other forms of harassment on the site. ' 4. Other specific conditions of this Section shall be as arranged at the Pre -Construction Conference. Refer to Section 01046 for specific rights of the Owner's principal representa- tive. ' E. Related requirements or conditions specified elsewhere: 1. Section 01030, Alternates. 2. Section 01046, Access to Site. 3. Section 01060, Regulatory Requirements. 4. Section 01400, Quality Control: Quality control and workmanship standards. 5. Section 01600; Material and Equipment: Quality of materials and equipment to be installed ' in the work. 1.03 CONTRACTOR QUALIFICATIONS A. Contractor Qualifications: Contractor shall have completed at least three (3) projects of similar type and scale in the past five (5) years, and be a certified installer of the specified materials. B. Superintendent Qualifications: Refer to Section 01041. 01010 - 1 EPIC Reroof - 0843.02 1.04 FORM OF BID AND/OR CONSTRUCTION CONTRACT A. The work of this Project shall be bid and construction contracts awarded on the following basis, unless otherwise modified in the General or Supplementary Conditions of the Contract: 1. Lump sum basis, including approved Alternates. END OF SECTION 01010 - 2 EPIC Reroof - 0843.02 SECTION 01022 UNIT PRICES PART 1 GENERAL 1.01 WORK INCLUDED A. This Section identifies each Unit Price by number, as referred from the Drawings and/or specific Sections of these Specifications, including but not limited to: 1. Section 07220, Roof and Deck Insulation. 2. Section 07221, Tapered Rigid Insulation. ' 3. Section 07621, Galvanized Metal Flashing and Trim. B. Related requirements specified elsewhere: 1. Bidding Documents: Bid Form. ' 2. Owner -Contractor Agreement: Incorporation of Unit Prices into the Work. 3. Sections of the Specifications as referenced. 1.02 DESCRIPTION OF UNIT PRICES A. The Contractor shall furnish the following Unit Prices for addition and/or deletion of bid items by the Owner. Unit Prices shall include all labor, materials, toots, equipment and supervision necessary for each item to be installed, and all mark-ups for the Contractor and Subcontractor, completely finished, operational and coordinated with related work. Unit Prices requested shall not be construed as all-inclusive, and the Owner reserves the right to add or delete from the ' project using these Unit Prices in any order or quantity. Base Bid shall include all items shown on the Drawings or specified herein. Item Description Unit 1. Rigid board polyisocyanurate insulation, as may be needed to replace any wet and/or damaged existing materials, specified tin Section 07220. Labor is part of Base Bid. S.F. 2. Tapered rigid board polyisocyanurate insulation, as may be needed ' to replace any wet and/or damaged existing materials, specified in Section 07221. Labor is part of Base Bid. S.F. 3. Parapet cap flashings, as may be needed to replace damaged or ' deteriorated materials, including paint. L.F. I END OF SECTION r 01022 - 1 EPIC Reroof - 0843.02 SECTION 00100 INSTRUCTIONS TO BIDDERS I I ul .1 .1 0 Fj SECTION 01026 ' APPLICATIONS FOR PAYMENT PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED A. Submit Applications for Payment to the Owner in accordance with the schedule established by the ' General and Supplementary Conditions of the Contract and Owner -Contractor Agreement. B. Related requirements specified elsewhere: ' 1. Owner -Contractor Agreement: a. Lump sum bid. b. Progress payments, retainages and final payment. C. Allowable progress payments for Contractor overhead, profit and Division I expenses. ' 2. Bid Form. 3. General and Supplementary Conditions: a. Retainages. ' b. Liquidated damages, if applicable. C. Partial release of lien affidavits. 4. Section 01370, Schedule of Values. 5. Section 01700, Contract Closeout. 6. Section 01714, Construction Waste Management. 7. Section 01730, Operating and Maintenance Data. ' 1.02 FORMAT AND DATA REQUIRED A. Submit itemized Applications using standard City of Fort Collins forms, unless otherwise approved. ' B. Provide itemized data on continuation sheet. Format, schedule, line items and values shall be those of the Schedule of Values accepted by the Owner. C. Applications for payment shall include only that material, labor and/or stored material in place as ' of the date of Application. 1.03 PREPARATION OF APPLICATION FOR EACH PROGRESS PAYMENT A. Application Form: 1. Form shall be completed and notarized by a Notary Public, state of Colorado. 2. Fill in required information, including that for Change Orders executed prior to date of ' submittal of Application. Incomplete Application forms shalt be returned to the Contractor and not processed. 3. Fill in summary of dollar values to agree with respective totals indicated on continuation sheets. ' 4. Certification shall be executed with signature of a responsible officer of contract firm. B. Continuation Sheets: 1. Fill in total list of all schedule component items of work with item number and scheduled ' dollar value for each, item. 2. Fill in dollar value in each column for each scheduled line item when work has been performed or products stored, as of date of Application. 3. List each Change Order executed prior to date of Application at the end of the continuation sheets. a. List by Change Order number and description, as for an original component item of work. 01026 - 1 ' EPIC Reroof - 0143*02 C. Retainage: The Owner shall withhold retainage from each progress payment, as stipulated in the General and Supplementary Conditions. Contractor shall reflect the amount retained on each ' Application for Payment. 1.04 RELATED SUBMITTALS REQUIRED WITH APPLICATIONS FOR PAYMENT ' A. Partial Release of Liens Affidavit: Contractor shall submit a Partial Release of Liens Affidavit with each Application for Payment certifying payment to Subcontractors, material suppliers or other entities having provided labor, materials and equipment related to the Work covered by the previous Application for Payment, as specified in the General and Supplementary Conditions. B. Prior to acceptance of Application for Progress Payments, Contractor shall show that project record drawings are current and up to date per Section 01720, as requested by the Owner. C. Prior to acceptance of Final Application for Payment, Contractor shall submit complete operating and maintenance manuals for review and acceptance by the Owner. Refer to paragraph 1.06 below. 1.05 SUBSTANTIATING DATA FOR PROGRESS PAYMENTS A. When the Owner requires substantiating data, Contractor shall submit suitable information with a ' cover letter identifying: 1. Project name, Application number and date. 2. Detailed list of enclosures. 3. Stored materials may be submitted for payment, provided they are stored on site, in the ' Subcontractor's insured facility, or in a bonded warehouse facility as of the date of Application. a. Submit item number and identification as shown on Application, description of ' specific material. b. Submit certificate of insurance indicating coverage of stored materials, if requested by the Owner. B. Submit one (1) copy of data for each copy of Application. 1.06 PREPARATION OF APPLICATION FOR FINAL PAYMENT A. Fill in Application form as specified for progress payments. ' B. Use continuation sheet for presenting the final statement of accounting as specified in Section 01700, Contract Close -Out. ' 1.07 SUBMITTAL PROCEDURE A. Submit Applications for Payment to the Owner within the time limitations and deadlines stipulated in the Agreement. B. Number: Four (4) copies of each Application, or as established at the Pre -Construction Conference. C. Final Certificate for Payment shall be processed only after operating and maintenance manuals have been received, reviewed and accepted by the Architect and Owner. END OF SECTION 01026 - 2 EPIC Reroof - 0843.02 SECTION 01027 ' CHANGE ORDER PROCEDURES PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED ' A. Contractor shall prepare and promptly implement Change Order procedures: 1. Provide full written data required to evaluate proposed changes in the Contract Sum or extensions of the Contract Time. 2. Maintain detailed records of work done on a time-and-material/force-account basis. 3. Maintain detailed records of weather -related delays to substantiate claims for additional time. B. Designate in writing the member of Contractor's organization who is authorized to accept changes in the work. C. Related requirements specified elsewhere: 1. Owner -Contractor Agreement and Conditions of the Contract: ' a. Methods of determining cost or credit to Owner resulting from changes in the work made on a time -and -material basis. b. Contractor's claims for additional costs. C. Allowable limits for Contractor's overhead and profit: 2. Section 01026, Applications for Payment. 3. Section 01046, Access to Site: Designation of Owner's Principal Representative, authorized to execute change orders. 4. Section 01310, Construction Schedules. 5. Section 01370, Schedule of Values. 6. Section 01600, Material and Equipment: Substitutions. 7. Section 01720, Project Record Documents. 1.02 DEFINITIONS ' A. Change Order: See General Conditions. B. Architect's Supplemental Instructions, AIA Document G710: A written order, instructions or interpretations signed by Architect making minor changes in the work not involving a change in Contract Sum or Contract Time. C. Proposal Request, standard City of Fort Collins form: A written request by the Owner or Architect describing proposed changes in the work and requesting change order pricing from the Contractor, but not authorizing the work to be completed until approved in writing by the Owner. ' D. Construction Change Authorization, standard City of Fort Collins form: A written order to the Contractor signed by the Owner which amends the Contract Documents as described and authorizes Contractor to proceed with a change which affects the Contract Sum or the Contract Time, for ' inclusion in a subsequent Change Order. 1.03 PRELIMINARY PROCEDURES A. Owner or Architect may initiate changes by submitting a Proposal Request to Contractor. Request will include: 1. Detailed description of the change, products and location of the change in the project. ' 2. Supplementary or revised Drawings and Specifications. 3. The projected time span for making the change and a specific statement as to whether overtime work is or is not authorized., 4. A specific period of time during which the requested price will be considered valid. 01027 - 1 EPIC Reroof - 0843.02 ' 5. Such request is for information only and is not an instruction to execute the changes or to stop work in progress. t B. Contractor may initiate changes by submitting a written notice to the Owner containing: 1. Description of the proposed changes. 2. Statement of the reason for making the changes. 3. Statement of the affect on the Contract Sum and the Contract Time. 4. Statement of the affect on the work of separate contractors. 5. Documentation supporting any change in Contract Sum or Contract Time as appropriate. C. Changes in the work affecting construction cost and/or contract time shall not be started withoufa fully executed Change Order or other written authorization from the Owner, in accordance with the General and Supplementary Conditions. 1.04 CONSTRUCTION CHANGE AUTHORIZATION ' A. In lieu of a Proposal Request, the Owner may issue a Construction Change Authorization for Contractor to proceed with a change for subsequent inclusion in a Change Order. B. Authorization will describe changes in the work, both additions and deletions, with attachments of revised Contract Documents to define details of the change and will designate the method of determining any change in the Contract Sum and any change in Contract Time. C. Owner will sign and date the Construction Change Authorization as authorization for the Contractor ' to proceed with the changes. D. Contractor will sign and date the Construction Change Authorization to indicate agreement with the terms therein. 1.05 DOCUMENTATION OF PROPOSALS AND CLAIMS ' A. Support each quotation for a lump sum proposal and for each unit price which has not previously been established with sufficient substantiating data to allow Architect and Owner to evaluate the quotation. 1. Labor and equipment required. ' 2. Materials required: a. Recommended source of purchase and unit cost. b. Quantities required. 3. Taxes, insurance and bonds. 4. Credit for work deleted from Contract similarly documented. 5. Overhead and profit. Refer to Supplemental Conditions of the Contract for established limits, if applicable. 6. Justification for any change in Contract Time. B. Support each claim for additional costs and for work done on a time-and-material/force-account basis; with documentation as required for a lump sum proposal plus additional information: ' 1. Name of the Owner's authorized agent who ordered the work and date of the order. 2. Dates and times work was performed and by whom. 3. Time record, summary of hours worked and hourly rates paid. 4. Receipts and invoices for: ' a. Equipment used, listing dates and times of use. b. Products used, listing quantities. C. Subcontracts. ' C. Document requests for substitutions for products as specified in Section 01600. D. Support each claim for additional time due to weather -related delays with the following daily information: 1. Statement of the reason for requesting an extension to the Contract Time due to the ' weather, including the materials or trades affected and the adverse effects of the weather upon these items. 2. Weather conditions at the site of- the project for each day requested. 01027 - 2 EPIC Reroof - 0843.02 3. Temperature in Fahrenheit at the site for each day requested. 4. Any additional information requested by the Owner. r1.06 PREPARATION OF CHANGE ORDERS A. Contractor shall prepare each Change Order. B. Form: Change Order, standard City of Fort Collins form. C. Change Order will describe changes in the work, both additions and deletions, with attachments of revised Contract Documents to define details of the change. ' D. Change Order will provide an accounting of the adjustment in the Contract Sum and the Contract Time. ' 1.07 LUMP SUM/FIXED PRICE CHANGE ORDER A. Content of Change Orders will be based on either: 1. Proposal Request and Contractor's response as mutually agreed between Owner and ' Contractor; or 2. Contractor's proposal for a change as approved by the Owner. B. Owner will sign and date the Change Order as authorization for the Contractor to proceed with the changes. ' C. Contractor will sign and date the Change Order to indicate agreement with the terms therein. 1.08 UNIT PRICE CHANGE ORDER ' A. Content of Change Orders will be based on either: 1. Owner's definition of the scope of the required changes. 2. Contractor's proposal for a change. ' 3. Survey of completed work. B. The amounts of the unit prices to be either: 1. Those stated in the Agreement. ' 2. Those mutually agreed upon between Owner and Contractor. C. When quantities of each of the items affected by the Change Order can be determined prior to start of the work: 1. Owner will sign and date the Change Order as�authorization for Contractor to proceed with ' the changes. 2. Contractor will sign and date the Change Order to indicate agreement with the terms therein. D. When quantities of the items cannot be determined prior to start of the work: 1. Owner will issue a Construction Change Authorization directing Contractor to proceed with the change on the basis of unit prices and will cite the applicable unit prices. 2. At completion of the change, the Owner will determine the cost of such work based on the ' unit prices and quantities used. a. Contractor shall submit documentation to establish the number of units of each item and any claims for a change in Contract Time. ' 3. Owner will sign and date the Change Order to establish the change in Contract Sum and in Contract Time. 4. Contractor will sign anddate the Change Order to indicate their agreement with the terms ' therein. 1.09 TIME AND MATERIAL/FORCE ACCOUNT CHANGE ORDER/CONSTRUCTION CHANGE AUTHORIZATION ' A. Owner will issue a Construction Change Authorization directing Contractor to proceed with the changes. 01027 - 3 ' EPIC Reroof - 0843.02 1 I B. At completion of the change, Contractor shall submit itemized accounting and supporting data as provided in paragraph 1.05, Documentation of Proposals and Claims. C. Owner will determine the allowable cost of such work as provided in General Conditions and Supplementary Conditions. D. Owner will sign and date the Change Order to establish the change in Contract Sum and in Contract Time. E. Contractor will sign and date the Change Order to indicate their agreement therein. F. Owner must approve in writing and on a daily basis all time and material Change Orders. 1.10 CONTRACTOR OVERHEAD AND PROFIT A. General: Allowable limits to the Contractor's and Subcontractors' mark-ups on Change Orders shall be as established in the Supplementary Conditions of the Contract. 1.11 CORRELATION WITH CONTRACTOR'S SUBMITTALS A. Periodically revise Schedule of Values and Application for Payment forms to record each change as a separate item of work and to record the adjusted Contract Sum. B. Periodically revise the Construction Schedule to reflect each change in Contract Time. 1. Revise subschedules to show changes for other items of work affected by the changes. C. Upon completion of work under a Change Order, enter pertinent changes in Record Documents. END OF SECTION 01027 - 4 EPIC Reroof - 0141,02 SECTION 01030 ' ALTERNATES PART GENERAL ' 1.01 REQUIREMENTS INCLUDED A. This section identifies each Alternate. by number and describes the basic changes to be ' incorporated into the work only when that Alternate is made a part of the work by specific provisions in the Owner -Contractor Agreement. B. Coordinate related work and modify surrounding work as required to properly integrate the work under each Alternate for the complete construction required by the Contract Documents. C. Related requirements specified elsewhere: 1. Bidding Documents: Method of quotation of the cost of each Alternate and the basis of the Owner's acceptance of Alternate. t 2. Owner -Contractor Agreement: Incorporation of Alternates into the work. 3. Bid.Form and Bid Schedule. ' 4. Sections of the Specifications as listed under the respective Alternates. Referenced Sections of Specifications stipulate pertinent requirements for products and methods to achieve the work stipulated under each Alternate. D. Alternates will be accepted as follows, unless otherwise modified by the General or Supplementary Conditions to the Contract. 1. Alternates will be accepted in any order. E. The Owner will consider the price quotation for each Alternate, in addition to the Base Bid, in determining the apparent Low Bidder, unless otherwise modified by the General or Supplementary ' Conditions to the Contract. Refer to Information for Bidders. 1.02 DESCRIPTION OF ALTERNATES A. Alternate No. 1 (Add): Add 1" additional rigid polyisocyanurate insulation board over the existing 4" insulation board, reinstalled as part of the Base Bid. ' END OF SECTION C 01030 - 1 ' EPIC Reroof - 0143.01 ISECTION 01040 ' COORDINATION PART 1 GENERAL 1.01 COORDINATION REQUIREMENTS A. Contractor shall be responsible for the overall coordination of all components and systems that are ' a part of this project. B. Coordinate all work included in the Construction Documents, including but not limited to the following construction trades: ' 1. Roof insulation. 2. Roofing and flashings. 3. Skylight systems. 4. Painting and finishing. ' C. Coordinate scheduling, submittals and work of the Drawings and various Sections of Specifications to assure efficient and orderly sequence of installation of interdependent construction elements. ' D. Coordinate and ,verify that utility requirement characteristics of operating equipment are compatible with the building utilities. Interruption of utility services shall be scheduled with and subject to the approval of the Owner seven (7) business days prior to the interruption. E. Related requirements specified elsewhere: 1. General and Supplementary Conditions: Contractor's Responsibilities. ' 2. Section 01010, Summary of Work. 3. Section 01060, Regulatory Requirements. 4. Section 01310, Construction Schedules. ' 5. Section 01600, Materials and Equipment: Substitutions. 6. Section 06100, Rough Carpentry:. General project coordination. ' 1.02 COORDINATION OF SCHEDULES A. Coordinate schedule of construction activity with the Owner's continued use of the facility and site. Refer to Section 01046, Access to Site. 1.03 COORDINATION MEETINGS ' A. In addition to progress meetings specified in Section 01200, Contractor shall hold coordination meetings and pre -installation conferences with personnel and Subcontractors to assure coordination of work. ' 1.04 COORDINATION OF SUBMITTALS ' A. B. General: Schedule and coordinate all submittals specified in Section 01340 or other Sections. Coordinate work of various Sections having interdependent responsibilities for installation, connection and start-up and controls for systems and equipment. C. Coordinate requests for substitutions to assure compatibility of space, operating elements and the ' effect on work of other Sections. 1.05 COORDINATION OF CONTRACT CLOSEOUT ' A. Coordinate completion and cleanup of work of separate Sections in preparation for Substantial Completion. B. Assemble and coordinate closeout submittals specified in Section 01700. 01040 - 1 EPIC Reroof - 0143.01 C. Coordinate access to the site by various Sections for correction of defective work and work not in accordance with Contract Documents to minimize the disruption of Owner's activities. END OF SECTION 01040 - 2 EPIC Reroof - 0843.02 SECTION 01041 ' SUPERINTENDENT PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED ' A. Contractor shall employ a competent superintendent and any necessary assistants, who shall be in attendance at the project site during performance of the work. B. Superintendent shall be on the jobsite to the minimum level specified herein. C. Related work specified elsewhere: 1. General and Supplementary Conditions of the Contract. 2. Section 01010, Summary of Work: Contractor Qualifications. 3. Section 01040, Coordination. 4. Section 01046, Access to Site. 1.02 QUALIFICATIONS ' A. Superintendent Qualification Requirements: Contractor shall employ a competent superintendent to supervise and coordinate all construction and jobsite administration tasks for the duration of the project. ' 1. Superintendent shall be a regular employee of the Contractor's firm, unless the use of a contract employee is approved and authorized by the Owner in writing. 2. Superintendent shall have a general knowledge of the roofing type proposed for this ' project, shall have successfully completed at least two (2) projects of similar size and complexity in the past five (5) years, serving in a similar capacity, and shall be certified by the roofing manufacturer. B. Contractor Qualification Requirements: Refer to Section 01010, Summary of Work. ' 1.03 REQUIRED LEVEL OF SUPERVISION ' A. Superintendent shall be present at the jobsite until Substantial Completion whenever work is being done. 1. Superintendent shall be present during any municipal inspection. 2. Superintendent shall be present at any scheduled or Owner -requested meeting. ' B. Superintendent shall be present at the jobsite after Substantial Completion and through project close-out as follows: 1. Superintendent shall be present at the jobsite when punchlist work is being completed. 1 END OF SECTION 1 01041 - 1 EPIC Reroof - 0143.02 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. Rev10/20/07 Section 00100 Page 1 I!_1 ' SECTION 01045 CUTTING AND PATCHING PART 1 GENERAL 1 1.01 WORK INCLUDED ' A. Requirements and limitations for cutting and patching of the work. Cutting and patching shall be as required to provide a complete and finished project. B. Related work specified elsewhere: 1. Section 01600, Materials and Equipment: Substitutions. ' 1.02 SUBMITTALS ' A. Submit written request in advance of cutting or alteration which affects: 1. Structural integrity of any element of the project. 2. Building, fire or life safety compliance of the project. 3. Integrity of weather -exposed or moisture -resistant elements. ' 4. Efficiency, maintenance or safety of any operational element. 5. Visual or aesthetic qualities of sight -exposed elements. B. Include in request: 1. Location and description of affected work. 2. Necessity for cutting or alteration. 3. Description of proposed work and products to be used. 4- Alternatives to cutting and patching. 5. Effect on work of Owner or separate Contractor, if any. 6. Date and time work will be executed. PART 2 PRODUCTS ' 2.01 MATERIALS A. Materials used in cutting and patching shall be those required for, or to match, original construction. B. For any change in materials, submit request for substitution in accordance with Section 01600. PART 3 EXECUTION 3.01 CUTTING AND PATCHING ' A. Execute cutting, fitting and patching as required for a complete and finished project. 1. Contractor shall be responsible for cutting and patching as required for the completion of the work. No cutting shall be done without approval of the Owner as to location, method ' and extent of cutting. 2. Fit work tight to adjacent elements. Maintain integrity of wall and roof constructions and finishes. Refinish surfaces to match adjacent finishes. 3. Minimize extent of necessary cutting and patching. Thoroughly explore alternatives to cutting and patching. 4. Remove and replace defective and non -conforming work. 1 01045 - 1 EPIC Reroof - 0843.02 1 ' B. Cutting, patching and fitting shall be performed by personnel or subcontractors skilled in the particular trades or Sections of the work involved. C. Perform cutting by methods which will prevent damage to other portions of the work and provide ' proper surfaces to receive installation of repair and new work. D. Perform fitting and adjusting of products to provide finished installation complying with the specified tolerances and finishes. 1 END OF SECTION 01045 - 2 EPIC Reroof - 01.41,02 ISECTION 01046 ' ACCESS TO SITE PART 1 GENERAL ' 1.01 OWNER'S USE OF PREMISES A. The City of Fort Collins shall fully occupy the existing facility, parking areas and grounds during ' construction of this project, except for specific areas designated strictly for use by the Contractor as specified in paragraph 1.02. B. It is the intent of the Owner not to disturb the normal functions of the building, its users, ' employees, vendors, suppliers, contractors or related outside businesses during the work of this project. C. The Owner's principal representative on this project shalt be Ethan Cozzens. D. Related conditions specified elsewhere: ' 1. Section 01010, Summary of Work. 2. Section 01040, Coordination. ' 3. Section 01060, Regulatory Requirements. 4. Section 01510, Temporary Utilities. 1.02 CONTRACTOR'S USE OF PREMISES ' A. Contractor shall have access to the site of reroofing construction as required for the successful completion of the project, as arranged at the Pre -Construction Conference. ' B. Site area affected by construction access, construction activities, employee parking, material storage and trash removal areas is to be minimized. 1. Limits of site access shall be as determined at the Pre -Construction Conference. Trash removal dumpsters or rolloffs shall be limited to the southwest corners of the building at ' both the pool and ice rink, accessed off of the main parking lot. 2. Owner's access to non -affected areas of the site shalt be maintained at all times. User and staff parking areas will be maintained throughout the duration of the project, as determined at the Pre -Construction Conference. ' 3. Existing rock ballast and polyisocyanu rate board insulation may be stored in the parking southwest of the building. 4. Contractor parking may occur in the main EPIC parking lot. C. Access to areas of the existing facility affected by construction activities of the project is to be minimized. 1. Schedules for construction activities shall be submitted to the Owner for approval a minimum of seven (7) days prior to beginning work. 2. Access to areas of reproofing work shall be by ladder only. No access through the existing facility will be allowed. 3. Contractor shall protect all existing exterior and interior materials and finishes as determined at the Pre -Construction Conference. Contractor shalt repair or replace any existing materials or finishes damaged as a part of this work at no cost to the Owner, including damage to adjacent properties. 4. Contractor shall provide daily cleaning of the site and areas of the existing facility during the period of construction activity, as specified in Section 01710. D. Contractor shall maintain access to all ground floor building entrances at all times. E. Contractor shall assume full responsibility for the protection and safekeeping of products under this Contract stored on the site and for completed work. F. Noise Control: Refer to Section 01560, Temporary Controls. G. Dust and Erosion Control: Refer to Section 01560, Temporary Controls. 01046 - 1 EPIC Reroof - 0843.02 1 1 1 1 H. Construction Hours: Refer to Section 01560, Temporary Controls. I. Toilet Facilities: Refer to Section 01510, Temporary Utilities. 1.03 CONSTRUCTION STAGING A. Contractor shall provide a staging and phasing plan for the Owner's review and approval at the Pre - Construction Conference, including: 1. Major materials to be stored on the site. 2. Major equipment to be used in the work, with the proposed placement of this equipment during different phases of construction. 3. Proposed phasing or sequencing of construction on the site. B. Rooftop Staging: Contractor's use of the roof area for storage of demolished or new materials shalt be limited by the structural capacity of the roof structure. EPIC Reroof - 0843.02 END OF SECTION 01046 - 2 SECTION 01060 ' REGULATORY REQUIREMENTS ' PART 1 GENERAL 1.01 APPROVAL AND RECOMMENDATION AGENCIES A. The City of Fort Collins has jurisdiction for review and approval of the project, including but not ' limited to, the following departments: 1. Building Inspection. ' B. Other entities having jurisdiction of this project, include but are not limited to: 1. Poudre Fire Authority. C. Codes which have been adopted by the City of Fort Collins applicable to the project include, but may not be limited to: ' 1. International Building Code, 2006 Edition. 2. International Energy Conservation Code, 2003 Edition. 3. National Electrical Code, 2005 Edition. 4. Fort Collins Non -Residential Energy Code. 5. Any other local, state or federal codes which are applicable. 6. In case of a conflict between referenced applicable codes, the one having the more stringent requirements shall govern. D. Related requirements or conditions specified elsewhere: 1. Section 01400, Quality Control: Quality control workmanship standards. 2. Section 01600, Material and Equipment: Quality of materials and equipment to be installed in the work. 1.02 COMPLIANCE WITH APPLICABLE LAWS ' A. In addition to any applicable regulations referenced elsewhere, all Contractors shall strictly adhere to all applicable federal and state laws, orders, and all applicable standards, regulations, interpretations or guidelines issued pursuant thereto, including but not limited to: 1. The Clean Air Act of 1970 as amended, requiring that federal assistance will not be given and that license or permit will not be issued to any activity not conforming to the State • implementation plan for national primary and secondary ambient air quality standards. ' 1.03 SAFETY OF LIFE, HEALTH AND PUBLIC WELFARE A. Contractor shall have sole responsibility for compliance on the job site with all applicable portions of the Williams -Steiger Occupational Safety and Health Act (OSHA) and compliance with the Equal ' Employment Opportunity Act (EEO). 1. Contractor shall fully comply with OSHA requirements for maintaining Material Safety Data ' B. Sheets (MSDS) on the site. Protection of life, health and public welfare as it relates to construction of the project is the responsibility of the Contractor. The Owner will not provide observation, inspection, supervision or any comment on plans, procedures or actions employed at the project as they relate to safety of ' life, health or public welfare. If conditions are imposed by the Owner which interfere with or imply actions detrimental to safety, written notice shall be returned to the Contractor for action prior to affecting any unsafe conditions. ' C. The Architect shall not have control or charge of, and shall not be responsible for, construction means, methods, techniques, sequences or procedures for safety precautions and programs in connection with the work, for the acts or omissions of the Contractor, subcontractors or any other persons performing any of the work or for the failure of any of them to carry out the work in 01060 - 1 EPIC Reroof - 0843.02 ' accordance with the Contract Documents. D. The Architect shall have no responsibility for the discovery, presence, handling, removal or disposal ' of or exposure of persons to hazardous materials in any form at the project site, including but not limited to asbestos, asbestos products, lead -based paint, polychlorinated biphenyl (PCB) or other toxic substances. Refer also to Section 02080, Hazardous Material Removal. 1.04 . LICENSES A. Refer to General and Supplementary Conditions. B. Contractor shall be responsible for meeting all contractor licensing requirements for the City of ' Fort Collins, including testing and fees as applicable. Contractor shall acquire and maintain all required licenses for the duration of the Project. ' 1.05 PERMITS AND FEES A. Refer to General and Supplementary Conditions. B. Contractor shall be responsible for all permits, fees and inspections required by the regulatory ' agencies referenced above, including but not limited to: 1. Plan review fees. ' 2. Building permit fees. 3. Subcontractor fees. 4. Any other local or state permits or fees. 5. Capital expansion fees. ' C. Owner shall be responsible for the following permits, fees and inspections required by the regulatory agencies referenced above, including but not limited to: 1. Plan review fees. 2. Building permit fees. ' D. The Contractor shall be responsible for applying for, and acquiring, all building permits, inspections and any other permits required for the construction of this project. END OF SECTION 0 01060 - 2 EPIC Reroof - 0843.02 t ISECTION 01070 ' ABBREVIATIONS PART 1 GENERAL ' 1.01 DEFINITIONS A. Wherever used in these Specifications or on the Drawings, the following abbreviations shall have ' the meanings indicated: AAMA American Architectural Manufacturers Association ' AASHTO AATCC American Association of State Highway £t Transportation Officials American Association of Text (Broadloom) Chemists and Colorists ACEC American Council of Engineering Companies ADA Americans with Disabilities Act ' AGC Associated General Contractors AIA American Institute of Architects AISC American Institute of Steel Construction AISI AITC American Iron and Steel Institute American Institute of Timber Construction . ANSI American National Standards Institute ASHRAE American Society of Heating, Refrigerating and Air Conditioning Engineers ' ASME American Society of Mechanical Engineers ASTM American Society for Testing and Materials AWI Architectural Woodwork Institute AWS American Welding Society AWWA American Water Works Association BHMA Builders Hardware Manufacturers Association BIA Brick Institute of America CDOT Colorado Department of Transportation CFR Code of Federal Regulations CISPI Cast Iron Soil Pipe Institute CPSC Consumer Product Safety Commission ' CRI Carpet and Rug Institute CRSI Concrete Reinforcing Steel Institute ' CS EEI Commercial Standard Edison Electric Institute EPA Environmental Protection Agency FDA U. S. Food and Drug Administration FS Federal Specifications ' FSC Forest Stewardship Council GA Gypsum Association ' GANA HSA Glass Association of North America Historic Structure Assessment IBBM Iron Body, Bronze Mounted IBC International Building Code ' ICCEC International Code Council Electrical Code IEBC International Existing Building Code IECC International Energy Conservation Code ' IEEE IESNA Institute of Electrical and Electronics Engineers Illuminating Engineering Society of North America IIC Impact Isolation Class IMC International Mechanical Code 01070 - 1 EPIC Reroof - 0141*01 IPC International Plumbing Code IRC International Residential Building Code ISA Institute Society of America ' IGCC Insulating Glass Certification Council LEED Leadership in Energy and Environmental Design ' LTTR MBMA Long -Term Thermal Resistance (R-Value) Metal Building Manufacturer's Association MCC Motor Control Center MCIP Motor Control Instrument Panel MFMA Maple Flooring Manufacturers Association ' MSDS Material Safety Data Sheets MSL Mean Sea Level ' MSS NAIMA Manufacturer's Standardization Society of the Valves and Fittings North American Insulation Manufacturer's Association NBS National Bureau of Standards NEC National Electric Code ' NEMA National Electrical Manufacturers Association NFRC National Fenestration Rating Council NFPA National Fire Protection Association NFoPA National Forest Products Association ' NOFMA Natural Oak Flooring Manufacturers Association NPT National Pipe Thread NRC Noise Reduction Coefficient (Absorption/Reflection) ' NRS Non -Rising Stem NWFA National Wood Flooring Association NWMA National Woodwork Manufacturer's Association OSHA Occupational Safety and Health Act ' PIMA Polyisocyanurate Insulation Manufacturer's Association RPM Revolutions per minute SDI Steel Deck Institute SHF State (of Colorado) Historical Fund SJI Steel Joist Institute SMACNA Sheet Metal and Air Conditioning Contractors National Association, Inc. SPRI Single -Ply Roofing Institute STC Sound Transmission Class (Barrier to Penetration) TCA Tile Council of America ' UBC UCBC Uniform Building Code Uniform Code for Building Conservation UFC Uniform Fire Code UL Underwriter's Laboratories UK Uniform Mechanical Code ' UPC Uniform Plumbing Code USDA U. S. Department of Agriculture ' USGBC U. S. Green Building Council END OF SECTION I 01070 - 2 ' EPIC Reroof - 0141*02 ' SECTION 01200 I PROJECT MEETINGS ' PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED A. Owner shall schedule and administer Pre -Bid and Pre -Construction Conferences. B. Contractor shall schedule and administer periodic 0/A/C (Owner/Architect/Contractor) progress meetings and specially called meetings throughout progress of the work. 1. Prepare agenda for meetings and conduct meetings. 2. Record the minutes, including.significant proceedings and decisions. 3. Reproduce and distribute copies of minutes within five (5) days after each meeting to all participants in the meeting and parties affected by decisions made at the meeting. 4. Prepare and regularly update an "open items" list to document and track required decisions and pending changes. C. Contractor shall schedule and administer pre -installation conferences and other meetings with subcontractors, suppliers and manufacturer's technical representatives throughout progress of the work. D. Representatives of contractors, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. ' E. Owner's representative will attend meetings to ascertain that work is expedited consistent with Contract Documents and construction schedules. ' 1.02 PRE -CONSTRUCTION MEETING A. Owner shall schedule and administer the Pre -Construction Conference within five (5) working days after the date of Notice to.Proceed. ' B. Location: A central site, convenient for all parties, designated by the Owner. C. Attendance: 1. Owner's principal representative. 2. Architect, if requested. 3. Contractor's project manager and superintendent. D. Agenda: ' 1. Distribution and discussion of: a. Project construction schedules. b. Schedule of Values. C. Contractor's staging plan. ' 2. Critical work sequencing. 3. Major equipment deliveries and priorities. 4. Project coordination. ' a. Designation of responsible personnel. 5. Procedures and processing of: a. Field decisions. b. Proposal requests. ' C. Submittals, shop drawings and samples. d. Change Orders. e. Applications for Payment. 6. Procedures for maintaining Record Documents. . ' 7. Use of premises: a. Field office, work and storage areas. b. Owners use of site and grounds. 01200 - 1 EPIC Reroof - 0843.02 ' 8. Construction facilities, controls and construction aids. 9. Temporary utilities. ' 10. Safety and first -aid procedures. 11. Security procedures. 12. Housekeeping procedures. ' 13. Pending changes and substitutions by Change Order. .1.03 0/A/C PROGRESS MEETINGS A. Contractor shall schedule and administer regular meetings as determined at the Pre -Construction ' Conference and specially called meetings as required by progress of the work. B. Location of the Meetings: As designated by Contractor and coordinated with the Owners principal representative, normally the Contractor's field office. C. Attendance: 1. Contractor's project manager and on -site superintendent. 2. Owner's principal representative. ' 3. Architect, if requested. 4. Subcontractors as appropriate to the agenda. 5. Others as appropriate. D. Suggested Agenda: 1. Review of work progress since previous meeting. 2. Field observations, problems and conflicts. 3. Revisions to the construction schedule. ' 4. Progress and schedule during succeeding work period. 5. Review submittal schedules and expedite as required. 6. Maintenance of quality standards. 7. Pending changes and substitutions, with review of the proposed changes for: ' a. Effect on construction schedule and completion date. 8. Review of Contractor's application for progress/final payment. 9. Walk-through observation of the work in progress by the Owner's representative and Contractor. Subcontractors will only be involved in these walk-throughs as requested by the Owner. ' 1.04 PRE -INSTALLATION MEETINGS A. Contractor shall schedule and administer pre -installation conferences and other meetings with ' subcontractors, suppliers and manufacturers technical representatives throughout progress of the work. B. Attendance: 1. Contractor's project manager and on -site superintendent. ' 2. Architect, as needed. 3. Subcontractors as appropriate. 4. Suppliers as appropriate. 5. Manufacturer's technical representatives as appropriate. C. Suggested Agenda: As determined by Contractor. IEND OF SECTION 01200 - 2 ' EPIC Reroof - 0843.02 F J I 3.2. In accordance with Section 8-160 of the Code of the City of Fort Collins in determining whether a bidder is responsible, the following shall be considered: (1) The ability, capacity and skill of the bidder to perform the contract or provide the services required, (2) whether the bidder can perform the contract or provide the service promptly and within the time specified without delay or interference, (3) the character, integrity, reputation, judgment, experience and efficiency of the bidder, (4) the quality of the bidder's performance of previous contracts or services, (5) the previous and existing compliance by the bidder with laws and ordinances relating to the contract or service, (6) the sufficiency of the financial resources and ability of the bidder to perform the contract or provide the service, (7) the quality, availability and adaptability of the materials and services to the particular use required, (8) the ability of the bidder to provide future maintenance and service for the use of the subject of the contract, and (9) any other circumstances which will affect the bidder's performance of the contract. 3.3. Each Bidder may be required to show that he has handled former Work so that no just claims are pending against such Work. No Bid will be accepted from a Bidder who is engaged on any other Work which would impair his ability to perform -or finance this Work. 3.4 No Bidder shall be in default on the performance of any other contract with the City or in the payment of any taxes, licenses or other monies due to the City: 4.0 EXAMINATION OF CONTRACT DOCUMENTS AND SITE 4.1. It is the responsibility of each Bidder, before submitting a Bid, to (a) examine the Contract Documents thoroughly, (b) visit the site to familiarize himself with local conditions that may in any manner affect cost, progress or performance of the Work, (c) familiarize himself with federal, state and local laws, ordinances, rules and regulations that may in any manner affect cost, progress or performance of the Work, (d) study and carefully correlate Bidder's observations with the Contract Documents, and (e) notify Engineer of all conflicts, errors or discrepancies in the Contract Documents. 4.2. Reference is made to the Supplementary Conditions for identification of: Subsurface and Physical Conditions SC-4.2. 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder that Bidder has complied with every requirement of this Article 4, that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents and such means, methods, techniques, sequences or procedures of construction as may be indicated in or required by the Contract Documents, and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. Rev10/20/07 Section 00100 Page 2 ' SECTION 01310 ' CONSTRUCTION SCHEDULES PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED A. Contractor shall prepare and submit to the Architect and Owner estimated construction progress ' schedules for the work with subschedules of related activities which are essential to its progress. B. Submit revised progress schedules periodically. C. Related requirements specified elsewhere: 1. General and Supplementary. Conditions, and Conditions of the Contract: Liquidated Damages. 2. Section 01027, Change Order Procedures: Requirements for documenting requests for time extensions due to weather. 3. Section 01040, Coordination. 4. Section 01200, Project Meetings. 5. Section 01340, Shop Drawings, Product Data and Samples. ' 6. Section 01700, Contract Close -Out. 1.02 FORM OF SCHEDULES A. Type: Schedules will be computer generated, using "critical path" software subject to approval by the Owner. 1. Software shall indicate intermediate and final completion milestones. ' 2. Software shall indicate product data and shop drawing submittal dates, and indicate required, ordering dates for long lead-time items. 3. Software shall be capable of automatically adjusting critical path entries. ' B. Prepare schedules in a continuous flow, both daily and weekly formats. 1. Provide separate horizontal bar for each trade, supplier or subcontractor. 2. Horizontal Time Scale: Identify the first workday of each week. 3. Minimum Size: 8-1/2" x 11". C. Format of Listing: Table of Contents of this project manual as a minimum. D. Format of Scheduling: Chronological order of the start of each item of work, using "critical path" E. method. Identification of Listings: By major Specification Section numbers as a minimum. 1. Listings shall be complete enough to include each item of work that is sizable enough to affect either the start of, or completion of, other areas of the work. ' 1.03 CONTENT OF SCHEDULES ' A. Construction Progress Schedule: 1. Indicate the complete sequence of construction by activity. 2. Indicate the dates for the beginning and completion of each major element of construction. 3. Indicate critical intermediate and final completion milestone dates. 4. Indicate product data and shop drawing submittal dates, and required ordering dates for long lead-time items. ' 5. Indicate substantial completion, punch list completion, final completion and contract close-out dates. B. Final Completion Schedule: Contractor shall update the latest progress schedule through contract ' close-out. 01310 - 1 ' EPIC Reroof - 0843.02 1 C. Float Time: The Contractor and Owner hereby agree that "float" time designed into the schedule is an asset to the Project, and not for the exclusive use or benefit of the Contractor or the Owner, ' unless otherwise specified in the General and Supplementary Conditions. D. Nothing in these requirements shall be deemed to be a usurpation of the Contractor's authority and responsibility to plan and schedule the work as he sees fit, subject to all other requirements of the ' Contract Documents. 1.04 SUBMISSIONS ' A. Submit initial construction schedule within fifteen (15) days after Award of Contract. 1. Owner will review schedules and return review copy within ten (10) days after receipt, if modifications are required. 2. If required, resubmit within seven (7) days after return of review copy. ' B. Submit revised progress schedules with each Application for Payment indicating actual work progress in comparison to scheduled progress. C. Revised schedules shall be reviewed at each normally scheduled 0/A/C progress meeting, as set ' forth in Section 01200. D. Submit final schedule with contract close-out documentation. E. Claims for Weather -Related Contract Time Extensions: Refer to Section 01027 and General and Supplementary Conditions. F. Claims for Other Delays: Refer to General and Supplementary Conditions. 1.05 DISTRIBUTION OF SCHEDULES ' A. Distribute copies of the reviewed schedules to: 1. Job site file. 2. Owner's representative. ' 3. Architect. 4. Other concerned parties. B. Instruct recipients to report promptly to the Contractor in writing any problems anticipated by the projections shown in the schedules. I - END OF SECTION 01310 - 2 ' EPIC Reroof - 0843.02 1 SECTION 01340 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES ' PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED A. o Contractor shall coordinate and submit shop drawings, product data, samples and other submittals ' required by the Contract Documents. B. Contractor shall review and approve shop drawings and submittals prior to transmittal to the ' C. Architect and Owner. Requirements and restrictions on resubmittals. D. Requirements for paper and/or electronic submittals. E. Related requirements specified elsewhere: 1. Conditions of the Contract: Definitions and additional responsibilities of parties. 2. Section 01040, Coordination. 3. Section 01200, Project Meetings. 4. Section 01310, Construction Schedules. ' 5. Section 01720, Project Record Documents. 1.02 SHOP DRAWINGS A. Shop Drawings: Drawings shall be presented in a clear and thorough manner, with sufficient detail and completeness to clearly illustrate all conditions of the specific installation. 1. Details shall be identified by reference to sheet and detail shown on Contract Drawings. ' 2. Shop drawings shall be returned unreviewed if, in the opinion of the Architect, the drawings lack sufficient completeness or clarity to allow their review. ' B. Sheet Size: All shop drawings shall be 8-1/2" x 11", 11" x 17" or 24" x 36", except as restricted in paragraph 1.07 for electronic submittals. C. Quantity and Format: Unless otherwise directed by the Architect, provide four (4) reproducible and three (3) prints or copies. D. Cover Sheet: Each copy shall contain the Shop Drawing Identification Form, located at the end of this Section. E. Electronic Submittals: Refer to paragraphs 1.07 and 1.08 below. 1.03 PRODUCT DATA A. Preparation: 1. Clearly mark each copy to identify pertinent products or models. ' 2. Show performance characteristics and capacities. 3. Show dimensions and clearances required. ' B. Manufacturer's standard schematic drawings and diagrams: 1. Modify drawings and diagrams to delete information which is not applicable to the work. 2. Supplement standard information to provide information specifically applicable to the work. ' C. Quantity and Format: Unless otherwise directed by the Architect, provide four (4) complete sets. D. Electronic Submittals: Refer to paragraph 1.07 below. ' 1.04 SAMPLES A. Office samples shall be of sufficient size and quantity to clearly illustrate: 1. Functional characteristics of the product with integral related parts and attachment . 01340 - 1 EPIC Reroof - 0843.02 devices. 2. Full range of color, textures and pattern. B. Contractor shall coordinate and submit all samples requiring finish, texture or color selection by the Architect so that these materials may be reviewed by the Architect as a complete package. The Architect reserves the right to withhold finish and color selections until at[ such samples have ' C. been submitted. Refer to paragraph 1.11 below for requirements related to return of approved samples. 1.05 CONTRACTOR RESPONSIBILITIES ' A. Contractor shalt prepare and submit to the Architect a log of shop drawing, product data and sample submittals, indicating schedules for submission and review of individual products or equipment. ' B. Contractor shall coordinate and make submittals promptly, in accordance with the approved submittal schedule. Neither the Owner nor Architect shall be responsible for delays in the work caused by the Contractor's failure to make submittals in a timely manner, the completeness and/or ' accuracy of such submittals, or failure to allow adequate time for review of submittals by the Architect. C. Contractor shall review and approve shop drawings, product data and samples prior to submission to Architect. Contractor shall determine and verify: ' 1. Quantities. 2. Field measurements and construction criteria. 3. Conformance with specified finishes and color selections. 4. Field construction criteria. 5. Catalog numbers and similar data. 6. Warranty coverages. 7. Conformance to requirements of Specifications. ' 8. Completeness of submittal and compliance with the requirements of this Section. D. Coordinate each submittal with requirements of the work and of the Contract Documents. ' Contractor shall coordinate submittals between related items of work prior to purchasing or fabricating. E. Review of shop drawings and submittals by the Architect/Engineer is only for general conformance with design intent of the project and general compliance with the information given in the Contract Documents. Contractor shall be responsible for meeting all requirements of the Drawings and/or Specifications, whether noted in the Architect/Engineer review or not. 1. Contractor's review "stamp" language shall not waive or alter this responsibility. ' F. Notify the Architect/Engineer in writing at time of submission of any deviations in the submittals from requirements of the Contract Documents. The Contractor must submit in writing any requests for modifications to the Drawings and Specifications. Shop drawings submitted to the Architect/Engineer for this review do not constitute "in writing" unless it is noted that specific ' changes are being requested. Changes by means of shop drawings become the sole responsibility of the Contractor. G. Electronic Submittals: Refer to paragraphs 1.07 and 1.08 below. ' H. Begin no fabrication or work which requires submittals until return of submittals with Architect/Engineer approval. 1.06 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. Number of submittals required: ' 1. Shop Drawings: As specified in paragraph 1.02.C. 2. Product Data: As specified in paragraph 1.03.C. 3. Samples: Submit one sample or set of samples of each item requested. 01340 2 ' EPIC Reroof - 0843.02 4. The Architect reserves the right to withhold review and approval of submittals until all required copies have been furnished. C. Submittals shall contain the following information, to be completed on the attached Shop Drawing Identification Form: 1. Date of submission and the dates of any previous submissions. ' 2. Project title and number. 3. Names of: a. Contractor. b. Supplier or Subcontractor. 4. Field dimensions clearly identified as such. ' 5. Relation to adjacent or critical features of the work or materials. 6. Applicable standards such as UL, ASTM or Federal Specification numbers. 7. Identification of any deviations from Contract Documents. 8. Certification signatures and 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 of ' the Contract Documents. 1.07 ELECTRONIC SUBMITTALS ' A. General: Contractor and/or Subcontractors may submit product data and shop drawings electronically to the Architect, upon written request. B. Electronic submittals shall conform to the same content, clarity, format, completeness and other ' requirements as specified above for paper submittals, except as follows: . 1. Quantity: One (1) electronic submittal. 2. Sheet Size for Submittals: 11" x 17" maximum. 24" x 48" or larger drawings for shop drawings will not be accepted. ' 3. Clarity: Architect/Engineer reserves the right to reject electronic submittals if they are illegible when printed. ' C. Submittals requiring color and/or finish selections will not be accepted electronically. Separate color and/or finish samples or selection sheets shall be submitted separately from the electronic product data submittal. D. Contractor's Responsibility: Since scans of electronic shop drawings and product data submittals wit[ only be made in black and white, the Contractor shall assume full responsibility for ensuring ' that Architect/Engineer modifications are accurately translated into the fabrication and construction process. ' 1.08 USE OF ARCHITECT'S AND ENGINEER'S ELECTRONIC FILES A. General: Contractor and/or Subcontractors may use the Architect's electronic CAD files for preparation of shop drawing submittals, upon written request. B. Architect will require a release form to be signed and returned prior to release of any electronic files, waiving liability for any use the Contractor or Subcontractor makes of the electronic files. C. Architect wilt require payment of a flat service fee plus a use fee for each sheet of Drawings requested. Payment of fees are required prior to release of any electronic files. 1.09 ARCHITECT RESPONSIBILITIES A. Upon receipt, Architect shall evaluate submittals for completeness, conformance to requirements of the Specifications, and to verify that Contractor has reviewed and approved the submittal. If the Architect determines that the submittal is incomplete or has not been property reviewed and ' approved by the Contractor, the submittal shall be returned to the Contractor without further review. Also refer to paragraph 1.05.C. 01340 - 3 EPIC Reroof - 0843.02 ' B. Architect shall review submittals in a timely manner, in accordance with the requirements of General and Supplementary Conditions, but shalt require a minimum of ten (10) working days for review. ' C. Architect's review shall be for general compliance with the requirements of the Contract Documents. This review shall not include: 1. Verification of field measurements. 2. Verification of quantities. 3. Material Safety Data Sheets (MSDS). D. Architect shall return submittals to the Contractor, with stamp indicating approval, rejection, ' required revisions, or description of requirements for resubmittal, if applicable. 1. Architect shalt not return more than two (2) copies of submittals to the Contractor. E. Unless the Architect has required that a submittal be resubmitted, the Architect/Engineer shall review each product submittal or shop drawing only once. Also refer to paragraph 1.11 below. t F. Architect shall retain one (1) copy of submittals for the Owner. 1.10 REQUIRED SHOP DRAWING, PRODUCT DATA AND SAMPLE SUBMISSIONS ' A. Provide complete information for specified in individual Sections these Specifications. products of ' 1.11 RESUBMISSION REQUIREMENTS A. General: If, after initial review by the Architect, a submittal is required to be resubmitted by the Architect/Engineer, the Contractor shall make any corrections or changes in the submittals required by the Architect/Engineer and resubmit until approved. Resubmittals may be required for ' the following reasons: 1. Incomplete or unclear submittals, or submittals which have not first been reviewed and approved by the Contractor. ' 2. Lack of required number of copies of product data or shop drawings. 3. Extent of the revisions necessary in the submittal to meet the design intent.and to be properly reviewed. 4. Materials and/or fabrication details that do not meet the design or technical requirements ' of the specifications. B. Shop Drawing and Product Data: Revise initial drawings or data and resubmit as specified for the initial submittal. Identify any revisions made. ' C. Samples: Submit new samples as required for initial submittal. 1.12 DISTRIBUTION REQUIREMENTS A. Contractor shall distribute reproductions of shop drawings and copies of product data which carry the Architect/Engineer stamp of review to: 1. Jobsite file. 2. Record Documents file. ' 3. Subcontractors. 4. Supplier or fabricator. ' B. Architect shall distribute returned copies of shop drawings and product data to the Owner's representative. 1.13 RETURN OF SUBMITTALS ' A. Samples: If samples submitted for approval in compliance with paragraph 1.04 above are to be returned, Contractor shall indicate this requirement with the sample submittal information. B. Upon approval of such sample(s), Contractor shall be responsible for picking them up at the ' Architect's office. If requested, the Architect shall arrange for shipping them back to the supplier or manufacturer, upon receipt of shipping fees in advance or upon receipt of the Contractor's shipping account number. 01340 - 4 EPIC Reroof - 0843.02 11 SHOP DRAWING IDENTIFICATION FORM DATE: PROJECT: ARCHITECT: Alter -Lingle -Massey Architects P.C. 712 Whalers Way, Suite B-100 Fort Collins, CO 80525 (970)223-1820 CONTRACTOR: Name: Address: Phone: SUPPLIER OR SUBCONTRACTOR: Name: Contact Person: Address: Phone: PRODUCT(S): SPEC. SECTION(S): CERTIFICATION OF REVIEW: I (We) hereby certify that the product or material covered by this submittal has been reviewed for compliance with the applicable Sections) of these Specifications, as well as Section 01340, and is in compliance with all specified requirements, including warranty coverages. Contractor Signature "STAMP" EPIC Reroof - 0843.02 Supplier/Subcontractor Signature END OF SECTION 01340 - 5 , ' SECTION 01370 ' SCHEDULE OF VALUES PART 1 GENERAL ' 1.01 REQUIREMENTS INCLUDED ' A. Contractor shall submit to the Owner a Schedule of Values allocated to the various portions of the work. Upon request of the Architect, support the values with data which will substantiate their correctness. ' B. C. Schedule of Values shall be used only as the basis for the Contractor's Applications for Payment. Related requirements specified elsewhere: 1. Conditions of the Contract. 2. Section 01026, Application for Payment. ' 1.02 FORM AND CONTENT OF SCHEDULE OF VALUES A. Schedule of Values shall be submitted to the Architect within fifteen (15) days of Award of ' Contract. B. Format: Contractor's standard forms or computer printouts. Identify schedule with: 1. Title of project and location. 2. Architect and project number. 3. Name and address of Contractor. 4. Contract designation. 5. Date of submission. ' C. Schedule shall list the. installed value of the component parts of the work in sufficient detail to serve as a basis for computing values for progress payments during construction. 1. List separately the costs associated with the materials and labor for each component part ' of the work. D. Basis: At a minimum, the Table of Contents of this Project Manual shall be used as the format for listing component items. Contractor may include additional listings at their option. 1. Identify each line item with the number and title of the respective major section of the Specifications. 2. Contractor's overhead and profit shall be listed as a separate line item. t 3. Contractor's contingency, if required by the General or Supplementary Conditions, shall be listed as a separate line item. 4. Mechanical and Electrical: Provide separate line items for rough -in and finish work for all plumbing, mechanical and electrical work. E. For each major line item, list subvalues of major products or operations under the item. F. The sum of all values listed in the schedule shall equal the total Contract Sum ' END OF SECTION C 01370-1 ' EPIC Reroof - 0143.02 F� SECTION 01380 ' CONSTRUCTION PHOTOGRAPHS PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED A. Furnish digital photographs taken at the specified stages during construction in accordance with provisions of this Section and other applicable Sections. B. Provide photographs in electronic formats as specified. ' C. Related requirements specified elsewhere: 1. Section 01720, Project Record Documents. 1.02 SUBMITTALS ' A. Except as otherwise noted, submit one (1) CD of all digital photographs. ' 1.03 QUALITY ASSURANCE A. Digital construction photography shall be taken by personnel of the Contractor, skilled and experienced in construction photography of the quality required. ' B. Digital camera(s) used shall be 6 mega pixel resolution or greater. ' PART 2 PRODUCTS 2.01 CONSTRUCTION PHOTOGRAPHS ' A. Compact Disks (CDs): All photographs shall also be collected on 5" diameter CDs. B. Labeling: 1. CDs: On the face of each CD, label the CD with the following: a. Job name. b. Photograph numbers included on the CD. PART 3 EXECUTION 3.01 CONSTRUCTION PHOTOGRAPHY ' A. General: Make each photograph clear, in focus, with high resolution and sharpness, and with minimum distortion. ' B. Except as otherwise specifically approved by the Architect, take the photographs within three (3) calendar days of the date of the Contractor's application for progress payment. 1. To the maximum extent practicable, make photographs at approximately the same time of day throughout progress of the Work. ' 2. When inclement weather is anticipated, consult with the Owner and determine acceptable alternative arrangements. C. Except as otherwise specifically approved by the Owner, take the photographs from three (3) ' separate locations around the Work. 1. Select the locations to provide diversified overall views of the Work, from positions which are expected to remain accessible throughout progress of the Work. 01380-1 EPIC Reroof-0843.02 1 2. Identify each location by word description, by marked drawing or by such other means as acceptable to the Architect, to enable future photographs to be taken from the same ' position. ' END OF SECTION 01380-2 EPIC Reroof - 0843,02 i - 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. Rev10/20/07 Section 00100 Page 3 E SECTION 01400 ' QUALITY CONTROL ' PART GENERAL 1.01 REQUIREMENTS INCLUDED A. General.quality control of the materials, equipment and labor for the project. ' B. Manufacturer's field services, support, and testing requirements. C. Related requirements specified elsewhere: i 1. Section 01060, Regulatory Requirement's: Minimum Building Code standards and applicable ' laws. j 2. Section 01600, Materials and Equipment: Quality of materials and equipment to be installed in the work. t1.02 QUALITY ASSURANCE A. Manufacturers: Where two or more units of the same class of fixture or equipment are required, these shall be the products of a single manufacturer: However, the component parts of the system need not be the products of the same manufacturer, unless otherwise specified. 1.03 QUALITY CONTROL AND WORKMANSHIP STANDARDS A. Maintain quality control over suppliers, manufacturers, products, services, site conditions and workmanship to produce work of specified quality. ' B. Comply with industry standards, except when more restrictive tolerances or specified requirements indicate more rigid standards or more precise workmanship. C. Comply with applicable Building Codes, except when specified materials, equipment, systems, tolerances or workmanship requirements indicate more rigid or restrictive standards. 1. Applicable codes are considered to be only minimum standards. D. Contractor and Subcontractor Qualifications: Perform work by persons qualified to produce workmanship of specified quality. 1. Subcontractors shall be certified by the manufacturer as an approved installer, specified in specific Sections. 2. Refer to Sections 01010 and 01041 for other qualification requirements. 1.04 MANUFACTURER'S INSTRUCTIONS ' A. When required by individual Specifications section, submit manufacturer's printed instructions in the quantity specified for delivery, storage, assembly, installation, startup, adjusting and finishing. B. Comply with manufacturer's instructions in full detail. Include each step in sequence. Should ' instructions conflict with Contract Documents, request clarification from Architect/ Engineer before proceeding. C. When required by individual Specification section, submit manufacturer's written maintenance instructions for the Owner's use after occupancy. t1.05 MANUFACTURER'S CERTIFICATES A. When required by individual Specifications section, submit manufacturer's certificate, in duplicate, that products meet or exceed specified requirements. 01400 - 1 EPIC Reroof - 0843.01 1.06 MANUFACTURERS' FIELD SERVICES A. When specified in respective Specifications section, require supplier and manufacturer to provide qualified personnel to observe field conditions, installation and workmanship, as applicable and to make appropriate recommendations. B. Representative shall submit written report to the Owner listing observations and recommendations. END OF SECTION 01400 - 2 EPIC Reroof - 0141,02 IISECTION 01510 ' TEMPORARY UTILITIES PART 1 GENERAL ' 1.01 REQUIREMENTS INCLUDED A. Furnish, install and maintain temporary utility services required for construction: Remove upon ' completion of work. B. Furnish, install and maintain temporary sanitary facilities for use by construction personnel. Remove upon completion of work. ' C. Related requirements specified elsewhere: 1. Section 01060, Regulatory Requirements. 2. Section 01530, Barriers and Enclosures. 3. Section 01560, Temporary Controls. ' 4. Sections 01710, Cleaning and 01715, Waste Removal and Recycling: Trash removal 'during construction. ' 1.02 REQUIREMENTS OF REGULATORY AGENCIES A. Comply with the current editions of all applicable building codes. Refer to Section 01060. B. Comply with applicable federal, state and local codes and regulations. ' C. Comply with applicable utility company requirements. 1.03 UTILITY FEES ' A. Utility charges and expenses for temporary construction usage for the following shall be paid by the Owner, unless indicated otherwise: ' 1. Temporary electricity. 2. Temporary construction water. B. Utility charges and expenses for temporary construction usage for the following shall be paid by the Contractor, unless indicated otherwise: ' 1. Installation or connection charge for temporary electricity, water, natural gas or propane service. 2. Temporary sanitary facilities. 1 3. Temporary local and long-distance telephone, including cellular. .4. Temporary heat and ventilation, including the cost of fuel used during construction, if applicable. ' PART 2 PRODUCTS 2.01 MATERIALS A. General: Materials for temporary construction uses may be new or used but must be adequate in capacity for the required usage, must not create unsafe conditions and must not violate ' requirements of applicable codes and standards. 2.02 TEMPORARY ELECTRICITY AND LIGHTING ' A. Contractor shall provide and maintain, at his own expense, temporary electrical power service to the site of construction. 1. Contractor may utilize existing 120/240V power service in the existing facility. 01510 - 1 ' EPIC Reroof - 0843.02 2.03 TEMPORARY HEAT AND VENTILATION ' A. . No temporary heating is anticipated. 2.04 TEMPORARY TELEPHONE SERVICE ' A. Telephones within the existing facility shall not be used by construction personnel during the construction period. ' 2.05 TEMPORARY WATER A. Contractor may utilize existing water service in the existing facility. ' 2.06 TEMPORARY SANITARY FACILITIES A. Contractor shalt provide sanitary facilities for use by construction personnel in compliance with current laws and regulations. Locate to the rear side of the building. 1. Service, clean and maintain facilities and enclosures in accordance with local governing health agencies. ' B. Toilet facilities within the existing facility shall not be used by construction personnel during the construction period. ' PART 3 EXECUTION 3.01 INSTALLATION AND OPERATION A. General: Install and maintain temporary utility services in accordance with requirements of applicable federal, state and local codes and regulations, and applicable utility company requirements. ' B. Maintain and operate systems to assure continuous service. 3.02 INTERRUPTION OF EXISTING UTILITY SERVICES ' A. Interruption of the existing buildings utility services shall be scheduled with and subject to the approval of the Owner seven (7) business days prior to the interruption. ' 3.03 REMOVAL A. Completely remove temporary materials and equipment when use is no longer required, or upon ' completion of the work. B. Clean and repair damage caused by temporary installations or use of temporary facilities. C. Restore permanent facilities used for temporary construction services to original or specified condition. ' END OF SECTION HE 01510 - 2 EPIC Reroof - 0143.01 ' SECTION 01520 ' CONSTRUCTION EQUIPMENT AND AIDS ' PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED ' A. Furnish and maintain required construction equipment. B. Furnish, install and maintain required construction aids and remove upon completion of work. C. Related work specified elsewhere: ' 1. Section 01046, Access to Site. 2. Section 01510, Temporary Utilities. 3. Section 01530, Barriers and Enclosures. 4. Section 01560, Temporary Controls. PART 2 PRODUCTS ' 2.01 MATERIALS A. General: Equipment and construction aids for temporary construction uses may be new, used or rental equipment, suitable for the intended purpose, but must not violate requirements of applicable codes and standards. ' 2.02 CONSTRUCTION EQUIPMENT A. Provide construction equipment required by specific sections of the Specifications or as necessary to facilitate execution of the work, including but not limited to: ' 1. Miscellaneous hand tools. 2. Miscellaneous power tools. 3. Goggles, masks, hardhats and other personal safety equipment. ' 4. Cranes, forklifts and other material handling equipment. 5. Air compressors. . 6. Portable electrical generators. ' 7. Other equipment as required. 2.03 CONSTRUCTION AIDS ' A. Provide construction aids and temporary equipment required by personnel to facilitate execution of the work. Refer to respective Sections of the Specifications for the particular requirements of each trade, including but not limited to: ' 1. Staging, ladders and platforms. 2. Hoists, platform lifts and chutes. 3. Drop cloths and other protective materials. 4. Portable space heaters. ' S. Other facilities as required. 11 r 01520 - 1 ' EPIC Reroof - 0843.02 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 PART 3 EXECUTION 3.01 PREPARATION A. Consult with the Owner, review site conditions and other factors which affect construction procedures and construction aids, including adjacent properties and public facilities which may be affected by execution of the work. B. Comply with applicable requirements specified in Division 7. C. Relocate construction aids as required by progress of construction; by storage or work requirements and to accommodate legitimate requirements of other subcontractors employed at the site. 3.02 REMOVAL A. Completely remove temporary materials, equipment and services: 1. When construction needs can be met by use of the permanent construction; or 2. At completion of the project. B. Clean and repair damage caused by installation or by use of temporary facilities. C. Restore permanent facilities used for temporary purposes to specified condition. EPIC Reroof - 0843.02 END OF SECTION 01520 - 2 ' SECTION 01510 I BARRIERS AND ENCLOSURES ' PART GENERAL 1.01 REQUIREMENTS INCLUDED A. Furnish, install, and maintain temporary construction barriers and enclosures. B. Related work specified elsewhere: 1. Section 01030, Alternates. ' 2. Section 01046, Access to Site. 3. Section 01060, Regulatory Requirements. 4. Section 01510, Temporary Utilities. 5. Section 01520, Construction Equipment and Aids. ' 6. Section 01560, Temporary Controls. PART 2 PRODUCTS 2.01 TEMPORARY CONSTRUCTION BARRIERS AND ENCLOSURES ' A. General: Provide and maintain for the duration of construction all scaffolds, tarpaulins, canopies, warning signs, steps, platforms and other temporary construction necessary for proper completion of the work, in compliance with applicable safety and other regulations. ' 2.02 MISCELLANEOUS TEMPORARY ROOF CLOSURES A. Provide temporary weathertight enclosure of exterior roof for successive areas of the building as ' work progresses to provide acceptable working conditions, provide weather protection for materials, allowing for effective temporary heating and to prevent entry of unauthorized persons. 1. Enclosures shalt be removable as necessary for work and for handling of materials. ' 2. Provide enclosures for protection of areas designated for use by Owner during construction. Refer to Section 01046, Access to Site. 2.03 WASTE REMOVAL CHUTES A. Contractor shall erect and maintain a temporary waste removal chute to convey waste materials from areas of work to the ground level collection area. 1. Sonotube-type concrete pier forms or other suitable material approved by the Architect and Owner. B. Chute shall be attached to the building so as not to damage or mar materials or finishes. ' C. Promptly remove temporary chute upon completion of work and restore materials and finishes to original condition. Contractor shall repair or replace any existing materials or finishes damage as a part of this work at no cost to the Owner. END OF SECTION 01530 - 1 EPIC Reroof - 0843.02 ' SECTION 01560 ' TEMPORARY CONTROLS ' PART GENERAL 1.01 REQUIREMENTS INCLUDED. ' A. Furnish, install and maintain temporary facilities required for dust, pollution control. B. Implement and maintain temporary controls required for noise and construction work hours limitations. ' C. Related requirements specified elsewhere: 1. Section 01040, Coordination. 2. Section 01046, Access to Site. 3. Section 01510, Temporary Utilities. ' 4. Section 01530, Barriers and Enclosures: Cold -weather construction enclosures. ' PART 2 PRODUCTS 2.01 MATERIALS ' A. General: Materials for temporary controls may be new or used, but must be adequate in capacity for the required usage, must not create unsafe conditions and must not violate requirements of applicable codes and standards. 2.02 DUST CONTROL A. Furnish and maintain such facilities or procedures as may be necessary to prevent air -borne dust generated by the construction activities of this project from affecting either the Owner's use of this site or neighboring properties. Implementation of such requirements will be at the sole discretion of the Owner. ' 2.03 POLLUTION CONTROL ' A. Contractor shall take all necessary precautions to prevent spilling or littering of water -polluting substances. Do not allow any foreign materials to be dumped into any portion of the sewer or storm drainage collection system or into any water runoff collection basin. The Contractor shall be responsible for all labor, equipment and materials necessary to remedy any such pollution as ' deemed appropriate by governing agencies with such jurisdiction. B. No burning of debris or any other air -polluting methods or equipment will be allowed. All motorized equipment shall be adjusted to minimize exhaust pollution. ' C. Contractor shall prevent fumes from roofing materials and equipment from being drawn into the existing facility's air intake system. Equipment shutdowns shall be scheduled as specified in Section 01040. PART 3 EXECUTION ' 3.01 GENERAL A. Construction Work Hours: Construction activity will be limited to 7:00 a.m. to 5:00 p.m. Monday through Saturday during the construction period, except as limited in paragraphs 3.01.B. and 3.02. 01560 - 1 EPIC Reroof 0843.02 Sunday or holiday construction will not be allowed. B. Specific activities that may limit the Contractor's working hours, if applicable, shall be determined at the Pre -Construction Conference. These include, but may not be limited to: 3.02 NOISE CONTROL A. Construction activities that generate noise in excess of 85 db shall be limited to hours as established at the Pre -Construction Conference. 1. Prohibited after 5:00 p.m. every weekday. 2. Prohibited on Saturdays, Sundays and holidays. END OF SECTION 01560 - 2 EPIC Reroof - 0843.02 ' SECTION 01600 ' MATERIAL AND EQUIPMENT ' PART GENERAL 1.01 REQUIREMENTS INCLUDED ' A. Material and equipment incorporated into the work: 1. Conform to applicable specifications and standards. 2. Comply with size, make, type and quality specified, or as specifically approved in writing ' by the Architect/Engineer. 3. Manufactured and Fabricated Products: a. Design, fabricate and assemble in accordance with the best engineering and shop practices. ' b. Manufacture like parts of termination bars or other duplicate units to standard sizes and gages to be interchangeable. C. Two (2) or more items of the same kind shall be identical by the same ' manufacturer. d. Products shall be suitable for service conditions. 4. Do not use material or equipment for any purpose other than that for which it is designed or specified. ' B. Provide specified maintenance materials, equipment and tools to the Owner at the completion of the project. C. Related requirements specified elsewhere: ' 1. Conditions of the Contract. 2. Section 01010, Summary of the Work. 3. Section 01040, Coordination. ' 4. Section 01340, Shop Drawings, Product Data and Samples. 5. Section 01400, Quality Control. 6. Section 01710, Cleaning. 7. Section 01730, Operating and Maintenance Data. ' 1.02 MANUFACTURER'S INSTRUCTIONS ' A. When Contract Documents require that installation of work shall comply with manufacturer's printed instructions, contractor shall obtain and distribute copies of such instructions to parties involved in the installation, including two (2) copies to the Owner. 1. Maintain one (1) set of complete instructions at the job site during installation and until ' completion. B. Handle, install, connect, clean, condition and adjust products in strict accordance with such instructions and in conformity with specified requirements. 1. Should job conditions or specified requirements conflict with manufacturer's instructions, ' consult with Architect for further instructions. Do not proceed with work without clear instructions. C. Perform work in accordance with manufacturer's instructions. Do not omit any preparatory step or ' installation procedure, unless specifically modified or exempted by Contract Documents. 1.03 TRANSPORTATION AND HANDLING ' A. Arrange deliveries of products in accordance with construction schedules, coordinate to avoid conflict with work and conditions at the site. 01600 - 1 ' EPIC Reroof - 0843.02 C ' 8.0 LIQUIDATED DAMAGES. Provisions for liquidated damages are set forth in the Agreement. ' 9.0 SUBSTITUTE ("OR EQUAL") MATERIAL AND EQUIPMENT The Contract, if awarded, will be on the basis of material and equipment ' described on the Drawings or specified in the Specifications without consideration of possible substitute or "or equal" items. Whenever it is indicated on the Drawings or specified in the Specifications that a substitute or "or equal" item of material or equipment may be furnished ' or used by CONTRACTOR if acceptable to Engineer, application for such acceptance will not be considered by Engineer until after the "effective date of the Agreement". The procedure for submittal of any such ' application by CONTRACTOR and consideration by Engineer is set forth in the General Conditions which may be supplemented in the General Requirements. ' 10.0 SUBCONTRACTORS, SUPPLIERS AND OTHERS ' 10.1. Each Bidder shall submit at the Bid opening to OWNER a list of principal subcontractors he proposes to use in the Work. Refer to Section 00430 contained within these Documents. ' 10.2. If OWNER or Engineer after due investigation has reasonable objection to any proposed Subcontractor, either may, before the Notice of Award is given, request the apparent successful Bidder to submit an ' acceptable substitute without an increase in Bid price. If the apparent successful Bidder declines to make any substitution, OWNER may award the contract to the next lowest responsive and responsible Bidder that proposes to use acceptable subcontractors. Subcontractors, suppliers, other persons or organization listed and to whom OWNER or Engineer does not make written objection prior to the giving of the Notice of Award will be deemed acceptable to OWNER and ENGINEER.subject to revocation of ' such acceptance after the effective date of the Agreement as provided in the General Conditions. 10.3. CONTRACTOR shall not be required to employ any subcontractor, ' supplier or other persons or organizations against whom he has reasonable objection. The use of subcontractors listed by the Bidder and accepted by OWNER prior to the Notice of Award will be required in the performance ' of the Work. 11.0 BID FORM. ' 11.1. A copy of the Bid Form is bound in the Contract Documents which may be retained by the Bidder. A separate unbound copy is enclosed for submission with the Bid. Rev10/20/07 Section 00100 Page 4 ' 1. Deliver products in undamaged condition in manufacturer's original containers or packaging with identifying labels intact and legible. ' 2. Immediately upon delivery, inspect shipments to assure that materials and equipment are in compliance with approved submittals, required quantities have been provided and that products are properly protected and undamaged. ' B. Provide equipment and personnel to handle products by methods to prevent soiling or damage to products or packaging. C. Recycle shipping cartons, pallets and other packaging materials. Refer to Sections 01714 and 01715. ' 1.04 STORAGE AND PROTECTION A. Preparation for Shipment: 1. Prepare in a manner to facilitate unloading and handling. 2. Provide skids, boxes, crates or other effective shipping devices to protect materials against damage from rough handling, moisture, dust, excessive heat or cold. 3. Protect painted surfaces against impact, abrasion, discoloration and other damage. 4. Tag or mark each item as identified in the delivery schedule or on the shop drawings. Package or bundle items consisting of multiple similar pieces. Tag or mark the package or bundle. . ' 5. Include complete packing lists or bills of material with each shipment. 6. Do not ship equipment requiring cranes or special equipment for unloading or handling without notice or until Contractor is prepared to receive and care for it properly. ' B. Store products in accordance with manufacturer's instructions, with seals and labels intact and legible. 1. Store products subject to damage by the elements in weathertight enclosures. 2. Maintain temperature and humidity within the ranges required by manufacturer's ' instructions. C. Exterior Storage: ' 1. Store fabricated products above the ground on blocking or skids. Prevent soiling or staining. Cover products which are subject to deterioration with impervious sheet coverings. Provide adequate ventilation to avoid condensation. 2. Store wood and wood products above the ground on blocking or skids, and cover to protect from weather exposure. ' D. Arrange storage in a manner to provide easy access for inspection. Make periodic inspections of stored products to assure that products are maintained under specified conditions and free from damage or deterioration. ' E. Protection after Installation: 1. Protect materials, fixtures and equipment with original protective wrappings until Substantial Completion of the project, as specified in individual Sections, to include but not be limited to: ' a. Factory -finished wood doors. b. Custom cabinetry, casework and countertops. C. Carpeting and hard surface flooring. 1 d. Toilet and bath fixtures and faucets. e. Finish hardware items. 2. Provide substantial coverings as necessary to protect installed products from damage from ' traffic and subsequent construction operations. Remove when no longer needed. 1.05 SUBSTITUTIONS AND PRODUCT OPTIONS ' A. Products List: 1. Within thirty (30) days after Award of Contract, submit to Architect a complete list of major products proposed to be used with the name of the manufacturer and the installing 01600 - 2 ' EPIC Reroof - 0843.02 ' Subcontractor.. B. Contractor's Options: ' 1. For products specified only by reference standard, select any product meeting that standard. 2. For products specified by naming several products or manufacturers, select any one of the ' products or manufacturers named which complies with the specifications. 3. For products specified by naming one or more products or manufacturers and "or equal", Contractor shall submit a request for substitutions of any product or manufacturer not specifically named. When the phrase "equal approved prior to bidding" is used, ' consideration of equals will not be made after Bid Opening, except as allowed in paragraph 1.05.0. below. 4. Naming approved manufacturers does not relieve the Contractor from meetine all ' specification requirements. 5. For products specified by naming only one product and manufacturer, there is no option. 6. Manufacturer's material or equipment listed in Schedules, Specifications or on the Drawings are types to be provided for establishment of size, capacity, grade and quality. If other ' acceptable manufacturers are used, cost of any change in construction required by their use shall be borne by the Contractor. C. Substitutions during Bidding: ' 1. For the period up to nine (9) working days before the Bid Date, Architect/ Engineer will consider written requests from Contractors for substitution of products. 2. Submit a separate request for each product supported with complete data with drawings and samples as appropriate, including: ' a. Comparison of the qualities of the proposed substitution with that specified. b. Changes required in other elements of the work because of the substitution. C. Effect on the construction schedule. ' d. Cost data comparing the proposed substitution with the product specified. e. Any required license fees or royalties. f. Availability of maintenance service and source of replacement materials. 3. Architect and Owner's representative shalt judge the acceptability of the proposed ' substitution and respond to the Contractor in writing by addenda, provided the request for substitution has been made in accordance with the requirements listed above. Requests made after this timeline will not be responded to by addenda; any use of these products will be at the sole risk of the Contractor. 4. Requests for substitutions received later than the deadline stipulated above will not be considered. ' D. Substitutions after Contract Award: Substitutions after contract award will only be allowed where the specified products are no longer available, or where lead times in fabrication and delivery will affect the construction schedule, unless otherwise allowed in the General and Supplementary Conditions. ' 1. Submit a separate request for each product supported with complete data with drawings and samples as appropriate, including: a. Written documentation from the subcontractor or supplier that all allowable, approved manufacturers of a specific product are no longer available,. or that the use of such products will adversely affect the construction schedule. Also refer to subparagraph 1:05.E. below. b. All other data specified for substitution requests in paragraph 1.05.C. above. C. Additional cost of a specified material or the proposed substitution shall not be a criteria for reviewing a substitution after contract award. 2. Failure by the Contractor to order materials or equipment in a timely manner will not be ' grounds for approving a substitution request under this paragraph. 3. Contractor shall use any approved equal material or equipment at no additional cost to the Owner if the material or equipment used in his Bid is unavailable or causes undue delay in ' fabrication or delivery. 01600 - 3 EPIC Reroof - 0843.02 w E. Contractor's Representation: A request for a substitution constitutes a representation that the Contractor: 1. Has investigated the proposed product and determined that it is equal to or superior in all respects to that specified. 2. Will provide the same warranties or bonds for the substitution as for the product specified: 3. Will coordinate the installation of an accepted substitution into the work and make such ' other changes as may be required to make the work complete in all respects. 4. Waives all claims for additional costs, under his responsibility, which may subsequently become apparent. F. Architect and Owner will review requests for substitutions with reasonable promptness and notify Contractor in writing of the decision to accept or reject the requested substitution. 1.06 MAINTENANCE MATERIALS A. Furnish to the Owner at the completion of the work all maintenance materials, equipment and tools specified in respective Sections of these Specifications. ' B. Materials specified for the Owner's maintenance stock shall not be used by the Contractor for replacement of defective or damaged materials during the course of construction or to remedy any defect in workmanship caused by the Contractor's own forces or his subcontractors. Maintenance materials may be used, with the written permission of the Owner, to replace materials damaged during construction as a result of vandalism or natural causes. C. Contractor shall certify in writing that all specified maintenance materials have been furnished and turned over to the Owner's representative or delivered to the location on the site directed by the ' Owner. ' PART 2 PRODUCTS 2.01 MATERIALS A. General: Use materials of commercial quality suitable for the anticipated service conditions. B. All materials and equipment to be installed in the permanent construction shall be new, unless otherwise permitted. ' C. Unless required otherwise, use components of standard sizes to assure future availability and permit field installation of repair parts. Make like parts of duplicate units interchangeable. 2.02 FABRICATION AND MANUFACTURE A. Workmanship and Materials: Design, fabricate and install materials in accordance with the best engineering and shop. practice. ' B. I Special Tools and Accessories: 1. Furnish all special tools, instruments and accessories required for proper maintenance. IPART 3 EXECUTION ' 3.01 INSTALLATION A. Install materials with or under the guidance of qualified personnel having the knowledge and experience necessary for proper results. ' B. Arrange work to facilitate maintenance, repair or replacement of materials. ' END OF SECTION 01600 - 4 EPIC Reroof - 0843.02 ISECTION 01700 I CONTRACT CLOSE-OUT PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED A. Comply with requirements stated in Conditions of the Contract and in Specifications for ' administrative procedures in closing out the work. B. Related requirements specified elsewhere: 1. Conditions of the Contract: Fiscal provisions, legal submittals and additional administrative requirements. 2. Section 01026, Applications for Payment. Requirements for final payment. 3. Section 01310, Construction Schedules. 4. Section 01600, Material and Equipment: Maintenance materials. 5. Section 01710, Cleaning. 6. Section 01720, Project Record Documents: 7. Section 01730, Operating and Maintenance. Data. ' 8. Section 01740, Warranties and Bonds. 9. Respective Sections of Specifications: Testing requirements and closeout 'submittals required of specific trades or subcontractors. ' 1.02 SUBSTANTIAL COMPLETION A. Definition of Substantial Completion: Refer to General and Supplementary Conditions of the ' Contract. B. When Contractor considers that the work is substantially complete, he shall submit to the Owner: ' 1. Written notice that the work or designated portion thereof is substantially complete. 2. "Punch list" of items to be completed or corrected, as determined by the Contractor prior to inspection by the Architect and/or Owner. 3. Evidence of acceptance by the building official or other authority with jurisdiction over the project. ' C. Within a reasonable time after receipt of such notice, Architect will make an inspection to determine the status of completion. ' D. Should Architect determine that the work is not substantially complete: 1. Architect will promptly notify the Contractor in writing, giving the reasons therefor. 2. Contractor shall remedy the deficiencies in the work and send a second written notice of substantial completion to the Architect. ' 3. Architect will reinspect the work, as appropriate. E. When Architect concurs that the work is substantially complete, the Owner will: 1. Prepare a Certificate of Substantial Completion accompanied by Architect's list of items to be completed or corrected. ' 2. Submit the Certificate to the Contractor for their written acceptance of the responsibilities assigned to them in the Certificate. ' 1.03 FINAL INSPECTION A. When Contractor considers the work is complete, he shall submit written certification that: 1. Contract Documents have been reviewed, and that the work has been inspected for ' compliance with Contract Documents. 2. Work has been completed in accordance with Contract Documents. 01700 - 1 EPIC Reroof - 0843.02, ' 3. Corrective or incomplete work has been completed from punch lists provided at Substantial Completion. 4. Roofing systems have been. inspected by the manufacturer's technical representative and ' have been approved by such technical representative. 5. Final cleaning has been completed and project is ready for final inspection. ' B. 6. Final Certificate of Occupancy has been issued. Architect wilt make an inspection to verify the status of completion with reasonable promptness after receipt of such certification. C. Should Architect consider that the work is incomplete or defective: ' 1. Architect will promptly notify the Contractor in writing, listing the incomplete or defective work. 2. Contractor shall take immediate steps to remedy the stated deficiencies and send a second written certification to Architect that the work is complete. ' 3. Architect will reinspect the work, as appropriate. D. When the Architect finds that the work is acceptable under the Contract Documents, he shall request the Contractor to prepare and deliver closeout submittals.. ' E. Should Architect perform reinspection due to failure of the work to comply with the claims of status of either Substantial or Final Completion made by the Contractor: 1. Owner will compensate Architect for such additional services by change order to the A/E Agreement. ' 2. Owner will deduct the amount of such compensation from the final payment due the Contractor. ' 1.04 SYSTEMS TESTING A. Contractor shall conduct tests for operational systems and equipment as specified herein or as required by individual Sections, prior to Final Inspection. Testing of systems or equipment shall include but not be limited to: 1. Drainage and weathertightness of roofing systems. ' 1.05 CONTRACTOR'S CLOSE-OUT SUBMITTALS A. Evidence of compliance with requirements of governing authorities: ' 1. Certificate.of Occupancy. 2. Certificates of Inspection, including roofing systems. B. Final Completion Schedule: Refer to Section 01310. ' C. D. Project Record Documents: Refer to Section 01720. Operating and Maintenance Data, Instructions to Owner's Personnel: Refer to Section 01730. E. Warranties and Bonds: Refer to Section 01740. F. Evidence of Payment and Release of Liens: General and Supplementary Conditions. ' G. Maintenance Materials: Evidence that all required maintenance materials have been furnished and stored as directed by the Owner. H. Certifications: Written certifications of material or equipment compliance, as required by various Sections of the Specifications. 1.06 FINAL ADJUSTMENT OF ACCOUNTS ' A. Submit a final statement of accounting to the Architect. Statement shall reflect all adjustments to the Contract Sum: 1. The original Contract Sum, including accepted Bid Alternates. 2. Additions and deductions resulting from: A. Previous Change Orders. b. Allowances. C. Unit prices.. 01700 - 2 EPIC Reroof - 0843.02 d. Deductions for uncorrected work. e. Penalties and bonuses. f. Deductions for liquidated damages. g. Deductions for reinspection payments. h. Other adjustments. 3. Total Contract Sum, as adjusted. 4. Previous payments. 5. Sum remaining due, including retainage. B. Contractor will prepare a final Change Order reflecting approved adjustments to the Contract Sum which were not previously made by Change Orders. 1.07 FINAL APPLICATION FOR PAYMENT A. Contractor. shall submit the final Application for Payment in accordance with procedures and requirements stated in the Conditions of the Contract and Section 01026, Applications for Payment. END OF SECTION 01700 - 3 EPIC Reroof - 0843.02 ' SECTION 01710 ' CLEANING ' PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED ' A. Execute periodic cleaning during progress of the work. B. Execute final cleaning at completion of the work. C: Related requirements specified elsewhere: ' 1. Conditions of the Contract. 2. Section 01715, Waste Removal and Recycling. 3. Respective Sections of Specifications: Cleaning for specific products or work. ' 1.02 DISPOSAL REQUIREMENTS A. Conduct cleaning operations to comply with applicable codes, ordinances, regulations and anti- pollution taws. B. Disposal of waste materials, debris and rubbish shall be at a commercially -operated recycling center, legal dumpsite or landfill. Refer to Section 01715. ' PART 2 PRODUCTS ' 2.01 CLEANING MATERIALS A. Use only those cleaning materials which will not create hazards to health or property and which will not damage surfaces. B. Use only those cleaning materials and methods recommended by manufacturers of the surface material to be cleaned. C. Use cleaning materials only on surfaces recommended by cleaning material manufacturer. PART 3 EXECUTION 3.01 PROGRESS CLEANING ' A. Execute periodic cleaning to keep the building(s), the site and adjacent properties free from accumulations of waste materials, rubbish and windblown debris resulting from construction operations. 1. Contractor shall provide site cleaning at the end of each workday during progress of the ' work. 2. Building(s) and site shalt be kept clean to the satisfaction of the Owner, including but not limited to: ' a. Removal of scrap materials and other waste construction materials. b. Removal of cans, bottles and other rubbish. C. Removal of boxes, cartons, pallets and other construction packaging materials. 3. Stored materials that are to be used in the construction of the work are not subject to the ' provisions of this paragraph. B. Maintain parking areas, access drives and city streets clean from mud and other debris. 01710 - 1 ' EPIC Reroof - 0843.02 3.02 FINAL CLEANING A. Exterior cleaning shall include, but not be limited to: 1. Wash down all roof surfaces and adjacent parapet walls. B. Prior to final completion or Owner occupancy, Contractor shall conduct an inspection of the site, all site -exposed interior and exterior surfaces and all work areas to verify that work of the entire project is clean. END OF SECTION 01710 - 2 EPIC Reroof - 0843.02 SECTION 01715 ' WASTE REMOVAL AND RECYCLING ' PART GENERAL 1.01 REQUIREMENTS INCLUDED ' A. Furnish, maintain and service trash removal dumpsters and/or roll -offs. B. Furnish, maintain and service recycling containers for construction materials, packaging and waste products. ' C. Related requirements specified elsewhere: 1. Conditions of the Contract. 2. Section 01710, Cleaning. ' 3. Sections 07536 and 07537, Thermoplastic Sheet Roofing: Tear -off of existing materials. 1.02 DISPOSAL REQUIREMENTS ' A. Conduct disposal operations to comply with applicable codes, ordinances, regulations and anti- pollution laws. B. Disposal of waste materials, debris and rubbish shall be at a commercially -operated recycling ' center, legal dumpsite or landfill. 1. Contractor shall be responsible for all dump fees and expenses associated with hauling materials to the landfill. ' PART 2 PRODUCTS ' 2.01 WASTE REMOVAL CONTAINERS A. Furnish and maintain recycling, trash and waste removal dumpsters and/or roll -off dumpsters for the collection of waste materials, debris and rubbish, in quantities sufficient for the Work. ' 1. Dumpsters shall be provided with tightly fitted covers to prevent debris from being blown out. 2. Rolt-offs shall not be required to be covered, but shalt be serviced frequently enough to ' prevent debris from accumulating and being blown out. B. Location of roll -offs and trash dumpsters shall be as arranged at the Pre -Construction Conference. ' 2.02 RECYCLED MATERIALS CONTAINERS A. Individual recycling containers shall be maintained for paper, corrugated cardboard, and co - mingled containers for glass, plastic, aluminum and steel, or as required by project requirements. ' General contractor shall be responsible for ensuring proper separation of recycled materials and delivery to acceptable recycling centers. ' PART 3 EXECUTION 3.01 DISPOSAL OF WASTE AND RECYCLED MATERIALS ' A. Execute periodic cleaning to keep the work, the site and adjacent properties free from accumulations of waste materials, rubbish and windblown debris resulting from construction ' operations, as specified in Section 01710. 01715- 1 ' EPIC Reroof - 0843.02 B. Maintain parking areas, access drives and city streets clean from mud and other debris. C. Remove recycling, waste materials, debris and rubbish from the site periodically and dispose of at legal commercial recycling centers, dump sites or landfills away from the site. END OF SECTION 01715- 2 EPIC Reroof - 0843.02 ' 11.2: Bid Forms must be complete in ink or typed. All lump sum prices on the form must be stated in words and numerals; in case of conflict, words will take precedence. Unit prices shall govern over extensions of ' sums. 11.3. Bids by corporations must be executed in the corporate name'by the president or a vice-president (or other appropriate officer accompanied ' by evidence of authority to sign) and the corporate seal shall be affixed and attested by the secretary or an assistant secretary. The corporate address and state of incorporation shall be shown below the corporate ' name. 11.4. Bids by partnerships must be executed in the partnership name and ' signed by a partner, his title must appear under his signature and the official address of the partnership must be shown below the signature. 11.5. Bids by joint venture shall be signed by each participant in the joint venture or by an authorized agent of each participant. The full ' name of each person or company interested in the Bid shall be listed on the Bid Form. ' 11.6. The Bid shall contain an acknowledgement of receipt of all Addenda (the numbers of which must be filled in on the Bid Form). 11.7. No alterations in Bids, or in the printed forms therefore, by erasures, interpolations, or otherwise will be acceptable unless each such alteration is signed or initialed by the Bidder; if initialed, OWNER may.require the Bidder to identify any alteration so initialed. 11.8. The address and telephone number for communications regarding the Bid shall be shown. 12.0 BID PRICING. Bids must be priced as set forth in the Bid Schedule or Schedules. 13.0 SUBMISSION OF BIDS. 13.1. Bids shall be submitted at the time and place indicated in the Invitation to Bid and. shall be enclosed in an opaque sealed envelope marked with the Project title, Bid No., and name and address of the Bidder and accompanied by the Bid Security, Bid Form, Bid Bond, Statement of Bidders. Qualifications, and Schedule of Subcontractors as required in Section 00430. If the Bid is sent through the mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope with the notation "BID ENCLOSED" on the face of it. 13.2. Bids shall be deposited at the designated location prior to the time and date for receipt of Bids indicated in the Invitation to Bid, or any extension thereof made by addendum. Bids received after the time and Rev10/20/07 Section 00100 Page 5 1 ' SECTION 01720 ' PROJECT RECORD DOCUMENTS ' PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED ' A. Maintain at the site one (1) record copy of each of the following documents: 1. Drawings. 2. Specifications or Project Manual. ' 3. Addenda. 4. Change Orders and other modifications to the Contract. 5. Architect field orders or written instructions. ' 6. Approved shop drawings, product data and samples. 7. Architect's field reports. B. Related requirements specified elsewhere: 1. Section 01340, Shop Drawings, Product Data and Samples. 1.02 MAINTENANCE OF DOCUMENTS AND SAMPLES ' A. Prior to beginning work, separate one (1) clean, complete set of project documents from construction sets and hold for record document purposes. The Architect and Owner will not furnish additional sets for the Contractor's use at the end of construction, unless compensated for by the Contractor. ' B. Store documents and samples apart from documents used for construction. C. Maintain documents in a clean, dry, legible condition and in good order. Do not use record documents for construction purposes. ' D. Make documents and samples available at all times for inspection by the Architect, Engineers and Owner's representative. ' 1.03 RECORDING REQUIREMENTS A. Record information concurrently with construction progress. Do not conceal any work until required information is recorded. B. Drawings shall be legibly marked to record actual construction: 1. Field changes of dimension and detail. 2. Changes made by field order or by Change Order. ' 3. Details not included in original Contract Documents. C. Specifications and Addenda shall be legibly marked to record: 1. Manufacturer, trade name, catalog number and supplier of each product and item of equipment actually installed. ' 2. Changes made by field order or by Change Order. 1.04 SUBMITTALS ' A. At contract closeout, deliver all Record Documents to the Architect for the Owner. B. Accompany submittal with transmittal letter containing: 1. Date, project name and number. ' 2. Contractor's name and address. 3. Title and number of each Record Document. 4. Signature of Contractor or his authorized representative. 01720 - 1 ' EPIC Reroof - 0843.02 C. Submit one (1) copy of approved data in final form no later than fifteen (15) days after final inspection or acceptance, but prior to applying for final payment. D. As -Recorded Documents shall be submitted, reviewed and accepted by the Architect and Owner prior to the Final Application for Payment being processed. END OF SECTION 01720 - 2 ' EPIC Reroof - 0843.02 SECTION 01730 OPERATING AND MAINTENANCE DATA PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED A. Compile product data and related information appropriate for Owner's maintenance and operation of products, fixtures and equipment furnished for this Project. 1. Prepare operating and maintenance data as specified in this Section and as referenced in ' other pertinent Sections of the Specifications. B. Related requirements specified elsewhere: 1. Section 01060, Regulatory Requirements. 2. Section 01340, Shop Drawings, Product Data and Samples. 3. Section 01700, Contract Close -Out. 4. Section 01720, Project Record Documents. 5. Section 01740, Warranties and Bonds. 1.02 SUBMITTAL REQUIREMENTS A. Prepare data in form of an instructional manual for use by Owner's personnel. B. Format of Submittals: 1. Size: 8-1/2"x11". ' 2. Paper: Manufacturer's printed data or neatly typewritten. 3. Drawings: a. Provide reinforced punched binder tab, bind in with text. b. Fold larger drawings to size of text pages. ' 4. Provide fly leaf for each separate product. a. Provide typed description of product. b. Provide indexed tabs. ' 5. Cover: Identify each volume with typed or printed title "OPERATING AND MAINTENANCE INSTRUCTIONS". List the following: a. Title of project. b. Identity of separate structure as applicable. ' C. Identity of general subject matter covered in the manual. C. Binders: 1. Commercial quality three-ring binders with durable and cleanable plastic covers, ring size ' as required. 2. When multiple binders are used, correlate the datainto related, consistent groupings. D. Number of Manuals Required: Three (3) copies of each complete manual, including all general information. 1.03 CONTENT OF MANUAL A. Neatly typewritten Table of Contents for each volume arranged in systematic order. 1. Contractor, name of responsible principal, address and telephone number. 2. List of each product required to be included, indexed to content of the volume. ' 3. List with each product, name, address and telephone number of: a. Subcontractor or installer. b. Maintenance contractor as appropriate. C. Identify the area of responsibility of each. d. Local source of supply for parts and replacement. 01730 - 1 EPIC Reroof - 0843.02 4. Identify each product by product name and other identifying symbols as set forth in Contract Documents. B. Product Data: ' 1. Include only those sheets which are pertinent to the specific product. 2. Note each sheet to: a. Clearly identify specific product or part installed. ' b. Clearly identify data applicable to installation. C. Delete references to inapplicable information. C. Written text as required to supplement product data for the particular installation: ' 1. Organize in consistent format under separate headings for different procedures. 2. Provide logical sequence of instruction for each procedure. D. Copy of each warranty, bond and service contract issued indicating: 1. Proper procedures in the event of failure. ' 2. Instances which might affect validity of warranties or bonds. E. Copy of Material Safety Data Sheets (MSDS) for each product or material. ' 1.04 GENERAL MANUAL FOR MATERIALS A. Provide complete information for products specified in individual Sections of these Specifications. ' 1.05 SUBMITTAL SCHEDULE ' A. Submit specified number of copies of approved data in final form no later than fifteen (15) days after final inspection or acceptance, but prior to applying for final payment. B. Operating and maintenance manuals shall be submitted, reviewed and accepted by the Architect and Owner prior to the Final Application for Payment being processed. I END OF SECTION 11 01730 - 2 EPIC Reroof - 0843.02 ISECTION 01740 ' WARRANTIES AND BONDS ' PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED ' A. Contractor shall compile specified warranties and bonds and specified service and maintenance contracts. B. Review submittals to verify compliance with Contract Documents. C. Related requirements specified elsewhere: ' 1. Instructions to Bidders: Bid or Proposal Bond. 2. Conditions of the Contract: Performance Bond and Labor and Material Payment Bond. 3. Conditions of the Contract: General Warranty of Construction. ' 4. Section 01030, Alternates. 5. Section 01700, Contract Close -Out. 6. Section 01730, Operating and Maintenance Data. ' 7. Respective Sections of Specifications which specify the product. 1.02 SUBMITTAL REQUIREMENTS ' A. General: Submit warranties, bonds and service and maintenance contracts as specified in respective Sections of Specifications. 1. Unless otherwise indicated, all warranties shall be written in the Owner's name, and shall be transferable to future Owner(s) for the duration of the warranty period. B. Assemble warranties, bonds and service and maintenance contracts, executed by each of the respective manufacturers, suppliers and subcontractors, bound with operating and maintenance ' C. data. Manuals are specified in Section 01730. Number of original signed copies required: Three (3) each, or as required by number of manuals specified in Section 01730. D. Table of Contents: Neatly typed in orderly sequence. Provide complete information for each item. ' 1. Product or work item. 2. Firm with name of principal, address and telephone number. 3. Scope of warranty, bond or service and maintenance contract. 4. Date of beginning of warranty, bond or service and maintenance contract. ' 5. Duration of warranty, bond or service and maintenance contract. 6. Provide information for Owner's personnel: a. Proper procedure in case of failure. ' b. Conditions which might affect the validity of warranty or bond. 7. Contractor, name of responsible principal, address and telephone number. E. Format of Submittals: 1. Format: Prepare in duplicate packets. ' 2. Size: 8-1/2" x 11" punched sheets for standard three-ring binder. Fold larger sheets to fit into binders. ' 1.03 SCHEDULE OF SUBMITTALS A. Submit documents within twenty-five (25) days after date of Substantial Completion, prior to final request for payment. ' B. For items of work where acceptance is delayed materially beyond date of Substantial Completion, provide updated submittal within ten (10) days after acceptance, listing date of acceptance as start of warranty period. 01740 - 1 ' EPIC Reroof - 0843.02 1.04 REQUIRED WARRANTIES AND BONDS A. Bid or Proposal Bond: Refer to Instructions to Bidders. B. Performance and Payment Bond: Refer to Conditions of the Contract. C. General Warranty of Construction: Refer to Conditions of the Contract. Unless modified elsewhere, General Contractor shall warrant all construction materials and workmanship for a period of one (1) calendar year from the date of Substantial Completion. D. Warranties: Provide required warranties for products, materials and equipment covering defects in materials and workmanship for the time duration(s) specified in individual Sections. Where no specific warranty is mentioned, provide warranty coverages normally provided by the manufacturer for that product: 1. Unless otherwise indicated, all warranties shall be written in the Owner's name. 2. All warranties shall be transferable to future Owner(s) for the duration of the warranty period. E. Provide warranties and/or bonds for products and services specified in individual Sections of these Specifications. F. Maintenance Agreements: None required. END OF SECTION 01740 - 2 EPIC Reroof - 0843.02 ' SECTION 07220 ' ROOF AND DECK INSULATION ' PART 1 GENERAL 1.01 WORK INCLUDED A. Furnish and install rigid board -type roof insulation to provide thermal and vapor barrier for building ' elements and spaces, as required to replace wet or damaged existing materials. B. Furnish and install vapor retarder beneath roof insulation, where specified in Section 07530. ' C. D. Furnish and install potyisocyanu rate cover board over rigid roof insulation. Furnish and install built-up roof drainage crickets. E. Related work specified elsewhere: 1. Section 01022, Unit Prices: Unit prices for replacement rigid board insulation. 2. Section 01030, Alternates. 3. Section 07221, Tapered Rigid Insulation. 4. Section 07530, Elastomeric Sheet Roofing - Loose-Laid/Ballasted. ' 1.02 QUALITY ASSURANCE A. Reference Standards: Conform to the current requirements of applicable portions of standards, ' codes and specifications, except where more stringent requirements are shown or specified. 1. Applicable standards of the American Society for Testing and Materials (ASTM). .2. Applicable Federal Specifications (FS) for materials as specified herein. 3. PIMA, Polyisocyanurate Insulation Manufacturers Association: Technical Bulletin 101. 4. ASTM E84: Surface Burning Characteristics of Building Materials. 5. CAN/ULC 5770: Long -Term Thermal Resistance of Materials. ' 6. Applicable provisions of the codes referenced in Section 01060, or as adopted by any jurisdiction with authority over this Project. B. Certification: Manufacturer shall certify that insulation materials supplied are compatible with sheet roofing membrane specified. C. Certification: Manufacturers shall certify that insulation materials supplied are free from asbestos and urea formaldehyde and are non -toxic. ' 1.03 SUBMITTALS A. Product Data: Submit manufacturers product literature and specifications indicating that materials supplied meet the requirements of this Section. Clearly mark each submittal for R-value of ' material being furnished.. 1.04 DELIVERY, STORAGE AND HANDLING ' A. Furnish material in manufacturer's original packaging, complete with installation instructions. B. Store materials away from sources of intense heat such as open flames or welder's torches. C. Protect materials from exposure to moisture and sunlight with an opaque light-colored tarp or ' equal. 1.05 WARRANTIES ' A. Provide manufacturer's written warranty covering materials, workmanship and retention of R-value of insulation materials in conjunction with the warranty specified for the membrane roofing specified in Section 07530. 07220 - 1 ' EPIC Reroof - 0843.02 PART 2 PRODUCTS ' 2.01 ROOF SYSTEM DESCRIPTION ' A. Single -ply membrane roof system supplier and installer shall ensure that roof insulation materials provided are compatible with the roofing system specified and approved by the roof membrane manufacturer for use in this system. ' 2.02 EXTRUDED POLYI SOCYAN U RATE BOARD INSULATION A. General: ASTM D1621, closed -cell polyisocyanu rate foam insulation board, L1.L. Class A, FM 1-90. 1. R-Value: 6.0 per inch, aged per ASTM C518. 2. Thickness: 4" as Base Bid. Refer to Section 01030 for additional thickness as Bid Alternate. 3. Properties: a. Compressive Strength: 20 psi minimum, ASTM D1621. ' b. Water Absorption: Less than 1, ASTM C209. c. Moisture Vapor Transmission: 2 perm. inches, ASTM C355-64. d. Dimensional Stability: Less than 2% linear change, ASTM D2126. e. Service Temperature: -1000 F to 2500 F. ' f. Product Density: 2, ASTM D1622. g. Flame Spread: Less than 25 (Class A), ASTM E84. 4. Board Size: 48" wide x 96" long or manufacturer's standard. ' 5. Deck Flute Span: 2-1/2" minimum. 6. Facings: Manufacturer's standard organic/inorganic facers. o B. Fiber Cants: Provide fiber cants, complying with the sheet roofing manufacturer's requirements and compatible with the insulation materials specified, if required by the manufacturer for the ' roofing system specified. C. Accessories: Provide other products as required by manufacturer for a complete and thermally ' D. sealed system. Wood Blocking and Stripping: Refer to Section 06100. E. Fasteners: Screws, type and length as recommended by the manufacturer for mechanical attachment to roof sheathing. F. Approved Manufacturers: ' 1. Johns Manville, Littleton, CO, (800) 654-3103. 2. Apache Building Products, Co., Belvedere, IL, (800) 435-5493. ' 3. Carpenter Insulation Co., Richmond, VA, (800) 722-2272. 4. NRG Barriers, Inc., Sanford, ME, (800) 343-1285. 5. Rmax, Inc., Dallas, TX, (800) 527-0890. . 6. Temple-EasTex, Inc., Diboll, TX, (800) 231-6060. ' T. Thermal Systems, Inc., Huntington Beach, CA, (714) 895-7117. 8. Manufacturers providing materials of same function and performance are acceptable. ' 2.03 POLYI SOCYAN U RATE COVER OR RECOVER BOARD A. General: Furnish manufacturer's standard 1 /4" thick, non fire -rated, high -density rigid polyisocyanurate board sheathing, 48" wide x 96" long or manufacturer's standard, if required by ' applicable building codes or project conditions. 1. Invinsa Roof Board by Johns Manville, Littleton, CO, (800) 654-3103. 2. Manufacturers providing materials of same function and performance are acceptable, if ' approved by roof insulation and/or roofing manufacturer as part of the specified roof assembly. 07220 - 2 ' EPIC Reroof - 0843.02 2.04 ADHESIVES AND ACCESSORY MATERIALS A. Vapor Retarder: Specified in Section 07530. ' PART 3 EXECUTION 3.01 INSPECTION AND PREPARATION ' A. Installer shalt examine the roof substrate and conditions under which the insulation work is to be performed and notify the Contractor in writing of unsatisfactory conditions. Do not proceed with the insulation work until the unsatisfactory conditions have been corrected in a manner acceptable to the Installer. Beginning work shall be considered acceptance of substrate. ' B. Thoroughly clean the existing steel deck substrate prior to installation of rigid board insulation' systems. C. Inspect salvaged existing rigid polyisocyanurate insulation materials with the Owner's principal ' representative to verify that materials are dry, sound and suitable for reuse. If not, materials shalt be replaced on a unit cost basis. Refer to Section 01022. D. Ensure that surfaces which are to receive roof insulation are clean, dry, free of deleterious matter ' and are sufficiently level to allow proper installation of insulation. E. Nothing in this Section shall be construed to relieve the Contractor of ultimate responsibility for the satisfactory completion of the work. ' 3.02 INSTALLATION OF ROOF CRICKETS A. General: Install built-up roof crickets, minimum 1 /4" per foot slope, whether specifically shown on ' the Drawings or not, as required for adequate roof drainage, including but not limited to the following locations: 1. Roof valleys, as required to direct water to roof drains or scuppers. ' 2. Roof parapets, as required to direct water to roof drains or scuppers. 3. Mechanical equipment curbs. 4. Skylight curbs. 5. Other equipment curbs or other items projecting through the roof surface. ' B. Crickets shall be constructed of tapered rigid insulation, unless otherwise specifically called for on the Drawings. 1. Insulated Roof Decks: Where crickets are a part of an insulated roof deck assembly, ' construction shalt maintain the minimum R-value specified for the assembly. 3.03 INSTALLATION OF ROOF INSULATION ' A. General: Install replacement rigid board insulation systems in accordance with manufacturer's written instructions and recommendations. Installation shall be consistent with local building codes and insurance requirements and meet the requirements of the sheet roofing manufacturer. ' 1. ' Installation: Loose -laid over vapor barrier, over existing metal roof deck. B. Install roof insulation to maintain continuous and complete thermal protection for building spaces and elements. Boards shall be installed with long joints continuous and end joints staggered. Cut and trim insulation neatly to fit spaces. Butt edges and ends tight. ' C. Apply treated wood blocking at perimeter parapet, same thickness as insulation, to provide starter strip, if recommended by the manufacturer. D. Take necessary precautions to prevent breakage of rigid insulation materials laid directly over ' fluted metal roof deck. Limit foot traffic on completed sections. Remove and replace any broken panels. E. Cut around rooftop equipment curbs, skylights, pipe vents and exhaust fans to provide tight -fitting joints. Cut into roof drains as required for proper drainage. 07220 - 3 ' EPIC Reroof - 0843.02 1 1 1 1 1 1 1 1 1 1 1 3.04 INSTALLATION OF COVER BOARD A. General: Install polyisocyanurate cover board in accordance with manufacturer's written instructions and recommendations. Installation shall be consistent with local building codes, insurance requirements and meet the fire rating requirements of the sheet roofing manufacturer. 1. Installation: Loose -laid over rigid polyisocyanurate insulation board. 3.05 PROTECTION A. Continually protect the roof insulation from moisture by installing only as much insulation as can be properly covered by the sheet roofing each day. Provide temporary water seats, temporary ballast and end -of -workday water cut-offs. Protect insulation from wind blow -off during all phases of construction. B. Clean and protect exposed surfaces of insulation and leave prepared for roofing application. Refer to Section 07536. EPIC Reroof - 0843.02 END OF SECTION 07220 - 4 5. Section 07220 ROOF AND DECK INSULATION ' Paragraph 2.02 Extruded Polyisocyan u rate Board Insulation, Subparagraph A2: Delete reference to Factory Mutual 1-90 Criteria. Insulation thickness shall be 4" at 6.0 R-value per inch. 6. Section 07537, THERMOPLASTIC SHEET ROOFING — MECHANICALLY - ATTACHED Paragraph 3.02, Tear — Off, clarification: The thickness of the existing ' polyisocyan u rate insulation is assumed to be 4" thick (based on core sampling), tapering to 7" thick at the roof edges. ' DRAWINGS None. ' ATTACHMENTS 1. None. ' ADDENDUM: EPIC CENTER SPECIFICATIONS 1. Section 01010, SUMMARY OF WORK ' Paragraph 1.02, Description of Work: Reword subparagraph 1.02.A to read: "General: all work consists of the reroofing of approximately 50,035 SQ. FT. of flat — roof area of the building, extent as indicated on the drawings, including tear — off of existing materials, reinstallation of salvaged rigid board insulation over new vapor barrier, new membrane roofing and flashings with salvaged rock ballast." ' 2. Section 01030 ALTERNATES Add the following Bid Alternate: Alternate No. 2: Provide fully adhered EPDM system for small mechanical ' roof over concrete deck, in lieu of ballasted EPDM system as specified for base bid. Salvaged po lyisocyan u rate insulation will be reused. ' 3. Section 01060 REGULATORY REQUIREMENTS Paragraph 1.05 Permits and Fees: Delete subparagraphs C.1 and C.2. All permits and fees will be paid by the Contractor. ' 4. Section 07220 ROOF AND DECK INSULATION Paragraph 2.02 Extruded Polyisocyan u rate Board Insulation, Subparagraph ' A: Delete reference to L1.L. Class A, FM 1-90 criteria. 5. Section 07220, ROOF AND DECKING, INSULATON Paragraph 2.02.A, subparagraph A.2: Revise subparagraph to read: ' 'Thickness: 4" salvaged rigid board insulation to be reinstalled as base bid. Refer to Section 01030 for additional thickness as bid alternate." 6. Section 07530, ELASTOMERIC SHEET ROOFING — LOOSE- ' LAID/BALLASTED ' date for receipt of Bids will be returned unopened. Bidder shall assume full responsibility for timely delivery at the 'location designated for receipt of Bids. ' 13.3. Oral, telephonic, telegraphic, or facsimile Bids are invalid and will not receive consideration. ' 13.4. No Bidder may submit more than one Bid. Multiple Bids under different names will not be accepted from one firm or association. ' 14.0 MODIFICATION AND WITHDRAWAL OF BIDS. 14.1. Bids may be modified or withdrawn by an appropriate document duly executed. (in a manner that a Bid must be executed) and delivered ,to the place where Bids are to be submitted at any time prior to the opening of Bids. ' 14.2. Bids may also be modified or withdrawn in person by the Bidder or an authorized representative provided he can prove his identity and authority at any time prior to the opening of Bids. ' 14.3. Withdrawn Bids may be resubmitted up to the time designated for the receipt of Bids provided that they are then fully in conformance with these Instructions to Bidders. ' 15.0 OPENINGS OF BIDS. Bids will be opened and (unless obviously non -responsive) read aloud publicly as indicated in the Invitation to Bid. An abstract of the amounts of the Base Bids and major alternates (if any) will be made available after the opening of Bids. ' 16.0 BIDS TO REMAIN OPEN SUBJECT TO ACCEPTANCE. ' All Bids shall remain open for forty-five (45) days after the day of the Bid Opening, but OWNER may, in his sole discretion, release any Bid and return the Bid Security prior to that date. ' 17.0 AWARD OF CONTRACT. 17.1. OWNER reserves the right to reject any and all Bids, to waive any ' and all informalities not involving price, time or changes in the Work, to negotiate contract terms with the Successful Bidder, and the right to disregard all nonconforming, nonresponsive, unbalanced or conditional ' Bids. Also, OWNER reserves the right to reject the Bid of any Bidder if OWNER believes that it would not be in the best interest of the Project to make an award to that Bidder, whether because the Bid is not responsive or the Bidder is unqualified or of doubtful financial ability ' or fails to meet any other pertinent. standard or criteria established by 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. Rev10/20/07 Section 00100 Page 6 ' SECTION 07221 ' TAPERED RIGID INSULATION PART 1 GENERAL 1.01 WORK INCLUDED A. Furnish and install tapered rigid board roof insulation system for formed drainage crickets as shown on the Drawings, as required to replace wet or damaged existing materials. B. Furnish and install coordinating flat rigid board roof insulation, as specified in Section 07220, unless C. arranged for otherwise. Related work specified elsewhere: 1. Section 01022, Unit Prices: Unit prices for replacement tapered insulation. 2. Section 07220, Roof and Deck Insulation: Standard rigid board insulation. ' 3. Section 07530, Elastomeric Sheet Roofing - Loose-Laid/Ballasted. 1.02 QUALITY ASSURANCE A. Reference Standards: Conform to the current requirements of applicable portions of standards, codes and specifications, except where more stringent requirements are shown or specified. 1. Applicable tests as specified herein of the American Society for Testing and Materials (ASTM). 2. Applicable Federal Specifications (FS) for materials as specified herein. 5. ASTM E-84: Surface burning characteristics of building materials. 6. Applicable provisions of the codes referenced in Section 01060, or as adopted by any ' jurisdiction with authority over this Project. B. Certification: Manufacturers shall certify that insulation materials are free from asbestos and urea formaldehyde and are non -toxic. ' C. Certification: Manufacturer shall certify that insulation materials supplied are compatible with sheet roofing membrane specified. 1.03 SUBMITTALS A. Product Data: Submit complete manufacturer's product literature and specifications indicating ' compliance with the requirements of this Section. Clearly mark each submittal for R-value of insulation material being furnished. B. Shop Drawings: Shop drawings indicating slopes of tapered rigid insulation system, material thicknesses, proposed system layout, accessories and details for approval by the Architect. ' 1.04 DELIVERY, STORAGE AND HANDLING ' A. Furnish materials in manufacturer's original packaging, complete with installation instructions. B. Protect_ materials from exposure to moisture and sunlight with an opaque light-colored tarp or equal. ' 1.05 WARRANTIES A. Provide manufacturer's written warranty covering materials, workmanship and retention of R-value ' of insulation materials in conjunction with the warranty specified for the membrane roofing specified in Section 07536. 1. Rigid Board Insulation: Fifteen (15) years. 07221 - 1 EPIC Reroof - 0843.02 PART 2 PRODUCTS ' 2.01 ROOF SYSTEM DESCRIPTION A. Single -ply membrane roof system supplier and installer shall ensure that roof insulation materials ' provided are compatible with the roofing system specified and approved by the roof membrane manufacturer for use in this system. ' 2.02 ROOF INSULATION MATERIALS A. General: Composite roof insulation system consisting of tapered rigid board insulation and coordinating flat rigid board insulation, to provide a continuous thermal barrier over the gross area ' of the roof. 1. Total R-Value: As indicated on the Drawings, or specified in Section 07220. B. Tapered Rigid Insulation System: Factory -tapered closed -cell polyisocyanurate insulation to ' provide minimum surface slope of 1 /4" per foot when installed over existing roof decking, unless indicated otherwise on the Drawings. C. Properties: Match rigid board insulation specified in Section 07220. D. Roof Deck Insulation: Manufacturer's standard square edge extruded polyisocyanurate rigid board ' insulation for installation over steel roof deck. Refer to Section 07220. E. Fiber Cants: Provide fiber cants, complying with the sheet roofing manufacturer's requirements, and compatible with the insulation materials specified, if requited by the manufacturer for the ' roofing system specified. F. Accessories: Provide other products as required by manufacturer for a complete and thermally sealed system. G. Wood Blocking and Stripping: Refer to Section 06100. ' H. Fasteners: Screws, type and length as recommended by the manufacturer for application. I. Approved Manufacturers: Match manufacturer of insulation materials specified in Section 07220. ' 2.03 POLYISOCYANURATE COVER OR RECOVER BOARD A. General: Refer to Section 07220. PART 3 EXECUTION 3.01 PREPARATION A. Installer shall examine the roof substrate and conditions under which the insulation work is to be ' performed and notify Contractor'in writing of unsatisfactory conditions. Do not commence work until such defects have been corrected to the satisfaction of the Installer. Beginning work shall be considered acceptance of substrates. t B. Thoroughly clean the existing steel deck substrate prior to installation of tapered rigid and board insulation systems. C. Inspect salvaged existing tapered polyisocyanurate insulation materials with the Owner's principal representative to verify that materials are dry, sound and suitable for reuse. If not, materials shall ' be replaced on a unit cost basis. Refer to Section 01022. D. Ensure that surfaces which are to receive roof insulation are clean, dry, free of deleterious matter and are sufficiently level to allow proper installation of insulation. E. Nothing in this Section shalt be construed to relieve the Contractor of ultimate responsibility for ' the satisfactory completion of the work. 07221 - 2 ' EPIC Reroof - 0843,02 3.02 INSTALLATION OF TAPERED ROOF INSULATION SYSTEM A. General: Install tapered rigid and flat board insulation systems in accordance with manufacturer's written instructions and layout shown on the approved shop drawings. Installation shall be consistent with local building codes and insurance requirements, and meet the requirements of the sheet roofing manufacturer. 1. Installation: Loose -laid, as specified in Section 07220. B. Install roof insulation to maintain continuous and complete thermal protection for building spaces and elements. Boards shall be installed with long joints continuous and end joints staggered. Cut and trim insulation neatly to fit and butt ends and edges together tightly. ' C. Apply treated wood blocking at perimeter parapet, same thickness as insulation, to provide starter strip, if recommended by manufacturer. D. Limit foot traffic on completed sections. Remove and replace any broken panels. ' E. Cut around rooftop equipment curbs, skylights, pipe vents and exhaust fans to provide tight -fitting joints. Cut into roof drains as required for proper drainage. ' 3.03 INSTALLATION OF COVER BOARD A. General: Install cover board as specified in Section 07220. ' 3.04 PROTECTION A. Continually protect the roof insulation from moisture by installing only as much insulation as can be properly covered'by the sheet roofing each day. Provide temporary water seals, temporary ballast and end -of -workday water cut-offs. Protect insulation from wind blow -off during all phases of construction. B. Clean and protect exposed surfaces of insulation and leave prepared for roofing application. Refer to Section 07536. END OF SECTION IF 1 07221 - 3 ' EPIC Reroof-0143.02 SECTION 07530 ELASTOMERIC SHEET ROOFING - LOOSE-LAID/BALLASTED PART GENERAL 1.01 WORK INCLUDED A. Tear off of existing roofing systems and insulation to original roof deck. ' B. Remove and salvage existing materials for reinstallation as part of new roofing system, including but not limited to: 1. Rock ballast. 2. Rigid polyisocyanu rate insulation board, both 4" thick flat boards and tapered sections. 3. Precast concrete ballast walkway pavers. C. Cleaning of substrate in preparation for roofing and insulation installation. D. Furnish and install vapor non -permeable barrier where specified for roofing systems over swimming ' pools, ice rinks and other high -humidity environments. E. Installation of all insulation and protection boards, unless arranged for otherwise. F. G. Furnish and install loose -laid sheet roofing system with salvaged ballast. Furnish and install miscellaneous roofing specialties as noted, including parapet terminations and counterf Lashings, unless arranged for otherwise. H. Related work specified elsewhere: ' 1. Section 07220, Roof and Deck Insulation. 2. Section 07221, Tapered Rigid Insulation. 3. Section 07621, Galvanized Metal Flashing and Trim. ' 1.02 QUALITY ASSURANCE A. Reference Standards: Conform to the current requirements of applicable portions of standards, codes and specifications, except where more stringent requirements are shown or specified. 1. Applicable tests as specified herein of the American Society for Testing and Materials (ASTM). 2. Applicable Federal Specifications (FS) for materials as specified herein. ' 3. International Building Code, current edition: Wind exposure classification. 4. SMACNA, Sheet Metal and Air Conditioning Contractors National Association, Inc. Architectural Sheet Metal Manual, current edition. ' 5. Applicable provisions of the codes referenced in Section 01060, or as adopted by any jurisdiction with authority over this Project. B. Materials and installation shall comply with applicable standards and recommendations of the Rubber Manufacturers Association and the Single -Ply Roofing Institute (SPRI). ' C. Materials shall be supplied and installed by a roofing contractor licensed by the manufacturer or certified by the manufacturer as a qualified installer of the specified products. ' D. All work of this Section shall be performed by a single installer, who shall have minimum five (5) years of successful experience with projects of similar size and complexity. E. Installer shall certify that all roof system materials provided are compatible with the roof system assembly specified and approved by the roof membrane manufacturer for use in this system. F. Design Criteria: Roof design shalt meet the minimum requirements of the Single Ply Roofing Institute for the specified roofing system type, unless more stringent requirements are required by the jurisdiction with authority over the project. 1. External Fire Resistance: UL Class A. 2. Wind Resistance: 100 mph, Exposure B (UBC) for loose -laid systems. 3. Warranty shall meet wind resistance defined above. 07530 - 1 ' EPIC Reroof - 0143.01 1.03 SUBMITTALS ' A. Product Data: Submit manufacturer's product literature and installation instructions for sheet roofing installation, surface conditioner compatibility, elastic flashings, joint cover sheet and joint and crack sealants, with temperature range for application of roofing membrane. B. Shop Drawings: Submit shop drawings indicating sheet layout and installation pattern for approval. ' C. Warranties: Submit sample warranties, in accordance with the requirements of Section 01740. D. Design and Specification Approval: Prior to starting roofing, Contractor shall submit a letter certifying that the roofing design and specifications are proper for this particular project. ' 1.04 ENVIRONMENTAL REQUIREMENTS ' A. Weather Conditions: Proceed with elastomeric sheet roofing work only when weather conditions comply with manufacturer's recommendations and will permit materials to be applied and cured in accordance with, those recommendations. Do not exceed temperature limitations recommended by roofing manufacturer. ' ' 1. Do not apply sheet roofing during inclement weather or when air temperature is below 400 F. 2. Do not expose membrane and accessories to a constant temperature in excess of 1800 F. 3. Do not apply sheet roofing to damp, frozen, dirty, dusty or deck surfaces unacceptable to manufacturer. 1.05 DELIVERY, STORAGE AND HANDLING A. Deliver roofing materials, insulation and accessories in manufacturer's protective containers with labels intact and legible, and comply with manufacturer's instructions for storage and handling. B. Handle rolled goods as required to prevent damage. Store all materials on clean, raised platforms with weather -protective coverings. 1.06 WARRANTIES A. Provide manufacturer's written 20-year system warranty covering defects in materials and workmanship, and covering all specified design criteria, and reuse of existing rock ballast' and ' polyisocyan u rate roof insulation. ' PART 2 PRODUCTS 2.01 ROOF SYSTEM DESCRIPTION ' A. Loose -laid EPDM Membrane Roofing System: Single -ply elastomeric sheet roofing laid loose over polyisocyan u rate cover board, over salvaged rigid board roof insulation, held in place with salvaged rock ballast. The rock ballast shall be underlaid with a polyester mat protection slip sheet. ' 1. Refer to Section 01030, Alternates, for additional new roof insulation. 2.02 ROOF INSULATION ' A. Membrane roof system supplier and installer shall ensure that roof insulation materials provided are compatible with the roofing system specified and approved by the roof membrane manufacturer for use in this system. ' 2. Rigid Board Roof Insulation: Refer to Section 07220. 3. Tapered Rigid Roof Insulation: Refer to Section 07221. 2.03 SHEET ROOFING MATERIALS 07530 - 2 ' EPIC Reroof - 0843.02 A. Membrane: Loose -laid 60 mil thick non -reinforced EPDM, conforming to the following minimum criteria: ' 1. Roll Width: Minimum 20'-0" wide rolls for non -reinforced membrane, or as recommended by the manufacturer for the specific application. ' 2. Color: Black. 3. Properties: 1. Tensile Strength: 1,650 psi minimum, ASTM D412. 2. Elongation: 450% minimum, ASTM D412. 3. Specific Gravity: 1.15 +/- .05, ASTM, D297. ' 4. Hardness: 60 +/- 10, ASTM D2240. 5. Tear Strength: 275 lbs/in. minimum, ASTM D624. ' 6. Factory Seam Strength: Membrane rupture, ASTM D816 modified. 7. Water Vapor Perm: 2.0 perm -mils, ASTM E96. 8. Ozone Resistance: No cracks, ASTM D1149. 9. Heat Aging (28 days at 240 F): Tensile minimum 1,300 psi and elongation ' minimum 295%, ASTM D573; tear minimum 125 lbs/in., ASTM D624. 10. Brittleness Temperature: -75 F, ASTM D476. 11. Resistance to Water: Less than 2%, ASTM D471. 12. Tolerance on Nominal Thickness: +/- 10, ASTM D412. ' 13. Density: .28 psf, minimum for .045 sheet. 14. Sheet Composition: 100% weight of polymer that is EPDM, ASTM D297; 30% weight of sheet that is EPDM polymer. ' 15. Design Criteria: Refer to paragraph 1.02.F. above. B. Batten Strips: Manufacturer's standard 1" x 18-gage aluminized steel strapping. C. Fasteners: Manufacturer's standard corrosion -resistant type, compatible with materials being attached. ' D. Seam Tape: 3" peel and stick seam tape. E. Termination Strips: 6" reinforced termination strips. F. Flashing: 1/16" thick uncured EPDM forming flashing as furnished by membrane manufacturer. ' G. Bonding Adhesive: Furnished by membrane manufacturer, compatible with all materials to which the membrane is to be bonded. H. Splicing Cement and Lap Sealant: For sealing the exposed edge of the splices, shall be trowel or gun consistency as furnished by membrane manufacturer. I. Lap Sealant: Compatible with materials with which it is used, shall be trowel or gun consistency, furnished by membrane manufacturer. J. Water Cut -Off Mastic: Compatible with materials with which it is used, furnished by membrane manufacturer. K. Molded Pipe Flashing: Compatible with materials with which it is used, furnished by membrane manufacturer. L. Nite Seal: Compatible with materials with which it is used, furnished by membrane manufacturer. ' M. Pourable Sealer: Compatible with materials with which it is used, furnished by membrane manufacturer. ' N. Rubber Nailing Strips and Fasteners: Extruded nailing strips and fasteners furnished by membrane manufacturer. 0. Primer: None required. P. Approved Manufacturers: ' 1. Johns Manville JM EPDM 60FR system, Littleton, CO, (800) 654-3103, as basis of design. 2. Sure -Seal Elastomeric Membrane by Carlisle SynTec Systems, Carlisle, PA, (800) 233-0551. 3. Firestone Building Products Co., Carmel, IN, (800) 428-4442. 4. Versico, Inc., Akron, OH, (800) 992-7663. ' 5. Manufacturers providing materials of same function, design and performance are acceptable, only as approved by the Architect prior to bidding. 07530 - 3 EPIC Reroof - 0843,02 �I 2.04 BALLAST A. Salvaged Ballast: Stockpiled smooth, hard, washed river gravel, salvaged from existing roof during ' tear -off, subject to the approval of the Owner's principal representative and manufacturer's technical representative of the new roofing system. B. Minimum Coverage: 10 lbs/sq. ft. over gross area of the roof, or as required to meet wind criteria specified in paragraph 1.02. above. 1. Increase ballast to 13 lbs./sq. ft. adjacent to roof edges and parapets, as shown on the Drawings or as recommended by manufacturer. 2.05 ACCESSORY MATERIALS ' A. Ballast and Walkway Pavers: Salvaged existing precast concrete interlocking ballast block pavers, extent as shown on the Drawings. B. Vapor Barrier: Sheet type, vapor non permeable barrier, translucent polyethylene, as recommended by manufacturer for intended uses, 10' wide rolls minimum. ' 1. Roof Deck Application: 6 mil minimum. 2. Seam Tape: Compatible with specified vapor barrier membrane. a. Water Vapor Transmission Rate, ASTM E-96: 0.3 perms maximum. 3. Vapor Proofing Mastic: Compatible with specified vapor barrier membrane. ' a. Water Vapor Transmission Rate, ASTM E-96: 0.3 perms maximum. 4. Pipe Boots: Construct pipe boots from vapor barrier material, pressure sensitive tape and/or mastic per manufacturer's instructions. ' C. 'Ballast Protection Slip Sheet: Sheet -type, polyester protection slip sheet, installed between the roof membrane and the rock ballast, 15' wide rolls, white. 1. Thickness: 9.0 oz./sq. yd. minimum. ' PART 3 EXECUTION ' 3.01 INSPECTION A. Installer shall thoroughly examine surfaces and substrates to receive loose-laid/ballasted sheet roofing materials prior to commencing work. Report in writing to the Contractor any condition that ' may potentially affect proper application or warranty. Do not commence work until such defects have been corrected to the satisfaction of the Roofing Subcontractor. Beginning work shall be considered acceptance of surfaces. ' B. Ensure that drains, sleeves and curbs which pass through surfaces to receive roofing are rigidly installed. C. Ensure that HVAC equipment curbs are properly attached prior to beginning installation. D. Ensure flatness and tightness of joints in deck sheathing. 1. Test pullout capacity of mechanical fasteners in the presence of the roofing manufacturer's technical representative if required by the manufacturer as a condition of the warranty. ' E. Ensure that surfaces are free of cracks, depressions, waves or projections which may be detrimental to the successful installation of sheet roofing. Remove foreign materials. 3.02 TEAR -OFF ' A. Contractor shalt propose the method of tear -off of existing materials, transference of materials to the ground and removal from the site. 1. Method shalt be subject to approval by the Owner and the Architect. 2. Refer to Section 01530 for temporary barriers, enclosures and protection of existing materials and equipment. B. Gravel Ballast: Contractor shall remove existing gravel ballast by vacuum and salvage for reuse in 07530 - 4 ' EPIC Reroof - 0143.02 ' the new roof system. C. Remove the existing roofing systems in its entirety to the original deck substrate. These systems include, but may not be limited to: ' 1. Original System: Single -ply EPDM roofing over rigid polyisocyanurate insulation board, over poly vapor barrier,.over the existing metal deck. ' 2. Existing pipe vent, equipment curb and parapet membrane flashings. 3. Existing metal counterflashings. D. Materials and roof accessories to remain in place include, but are not limited to: 1. Existing roof drains and overflow drains. 2. Existing thru-wall metal scupper flashings. 3. Existing equipment curbs. 4. Existing skylight curbs. Double domed skylights to be replaced as specified in Section 07810. E. Roof accessories to be removed and salvaged for reinstallation include, but are not limited to: 1. Existing sheet metal parapet cap flashings. ' 3.03 PREPARATION A. Reroofing Projects: Contractor shall take all reasonable precautions to prevent asphalt, solvent or adhesive fumes or any other potentially noxious or toxic substance that is a part of the application ' of the roof membrane system from being drawn into the building through rooftop air intake equipment. Notify the Owner of any potential problem prior to commencing work. ' B. Protection: 1. Protect pavements and building walls adjacent to hoist prior to starting work. Lap suitable protective materials at least 6". Secure protective coverings against wind. Leave protective covering in place for duration of roofing work. 2. Protect parapets and adjacent surfaces not designated to receive roofing. ' C. Deck Surfaces: Dry and broom clean surfaces of foreign matter detrimental to installation of roofing. D. Joints in Deck: Seal cracks and joints with recommended material and sealant. Use proper depth - to -width ratio as recommended by the sealant manufacturer in accordance with Section 07900. E. Start the installation only in the presence of the manufacturer's technical representative, if required as a condition of the warranty. ' F. Make temporary provisions for supporting existing gas piping, electrical conduit and other services to remain during reroofing. G. Ensure that self -flashing skylight units are properly attached in place. 3.04 INSTALLATION OF VAPOR RETARDER A. General: Install vapor non -permeable barrier membrane system in accordance with the manufacturer's written instructions and recommendations, and the requirements of ASTM E1643-98. 1. Unroll vapor barrier membrane with the longest dimension parallel with the direction of roof deck flutes. 2. Seal vapor barrier along roof edges and lap up parapet walls minimum 6". Seal with ' manufacturer's tape. 3. Overlap field joints minimum 6" and seal with manufacturer's tape. 4. Seal vapor barrier around all roof drains, miscellaneous equipment, skylight and roof hatch ' curb openings, pipe vents, ductwork, conduit and other roof membrane penetrations. 5. Repair damaged areas by cutting patches of vapor barrier, overlapping damaged area 6" and taping all four (4) sides with tape. B. Vapor barrier shall be installed as a part of the roof assembly over swimming pools, ice rinks and other ' high -humidity applications. 3.05 INSTALLATION OF ROOF CRICKETS 07530 - 5 EPIC Reroof - 0843.02 A. General: Install built-up roof crickets, minimum 1 /4" per foot slope, whether specifically shown on the Drawings or not, as required for adequate roof drainage, including but not limited to the following ' Locations: 1. Roof valleys, as required to direct water to roof drains or scuppers. ' 2. Roof parapets, as required to direct water to roof drains or scuppers. 3. Mechanical equipment curbs. 4. Skylight curbs. 5. Other equipment curbs or other items projecting through the roof surface. ' B. Crickets shall be constructed of tapered rigid insulation, unless otherwise specifically called for on the Drawings. 1. Insulated Roof. Decks: Where crickets are a part of an insulated roof deck assembly, ' construction shall maintain the minimum R-value specified for the assembly. 3.06 INSTALLATION OF SHEET ROOFING ' A. Install rigid or tapered rigid insulation in accordance with roofing manufacturer's written instructions and recommendations and as specified in Section 07220 and 07221. B. Install cover board over rigid board roof insulation *in accordance with roofing manufacturer's written instructions and recommendations. Refer to Section 07220. ' C. Install loose-laid/ballasted single-pty sheet roofing in accordance with the manufacturer's specifications, written instructions and the following requirements: 1. Loosely lay sheet membrane over roof insulation. Allow membrane to relax minimum ' thirty (30) minutes before splicing. 2. Membrane: Apply, lap and splice using methods and materials recommended by the manufacturer. Laps shall run parallel to slope of the roof, unless approved otherwise. Apply adjoining sheets by lapping the edges and splicing. Attach membrane to perimeter ' edges, nailers and penetrations in accordance with manufacturer's requirements. 3. Flashing: Apply, lap and splice using methods and materials recommended by the manufacturer. Flash around penetrations using factory prefabricated pipe seals where possible. Field fabricated seals may be used where necessary using manufacturer's standard details. D. Installation shall be performed by a roofing contractor licensed by the manufacturer. E. Adhesive apply sheet roofing to perimeter edges, lay seam edges 3" and seal. Seal sheet roofing ' with 3" lap where metal collars or flanges are required. F. Apply isolating sections for roof control/expansion joints. G. Apply sealant in accordance with manufacturer's instructions. Seal ends and edges to each other and to adjoining surfaces with uniform fillet bead of sealant. H: Flash and seal watertight any items projecting through membrane with counterflashing membrane material. ' 1. Provide and install prefabricated sheet metal boots at all pipe vents and other roof penetrations. Solder joints as specified in Section 07621. I. Apply precut disks of sheet roofing material to cover and protect fasteners in the field. J. The following details are included by reference, based upon standard details for the Johns Manville EPDM system. These details are referenced for design intent and are subject to actual field conditions and recommendations of the manufacturer's technical representative. 1. Parapet Termination: EB-1T. ' 2. Gravel Stop Flashing: EE-5T. 3. Lap Splice with Seam Tape: EL-1T. 4. Roof Drain: ED-1. 5. Vent Pipe: EP-1T premolded pipe boot. ' 6. Membrane Splice: EL-13T. 7. Curb Flashing: EB-2T. 8. Overflow Scupper Flashing: EM-7. 07530 - 6 EPIC Reroof - 0843.02 ' K. Protection Slip Sheet: Install protection slip sheet over installed single -ply membrane prior to installation of rock ballast, if specified. L. Apply uniform course of salvaged rock ballast, with not less than 10 lbs. /sq. ft. over the gross area of the roof, or as required by design criteria specified in paragraph 1.02.G. Increase ballast where required by paragraph 2.04 above. M. Exercise all required care not to damage the elastic sheet roofing or the completed single -ply 1 membrane roof assembly. 3.07 INSTALLATION OF WALKWAY PROTECTION iA. General: Install salvaged walkway ballast pavers in locations and patterns indicated on the Drawings in accordance with the manufacturer's instructions. ' 1. Apply additional layer of single-pty roof membrane below precast concrete pavers, if required by the manufacturer. 3.08 TESTING iA. Contractor shall perform a flood test for the watertightness of the roof membrane, using temporary ballast, prior to the installation of the permanent rock ballast. The test shall be conducted in the presence of the Owner's principal representative and the Architect. 3.09 FIELD QUALITY CONTROL A. Inspection: A representative of the manufacturer shall make an inspection upon completion to ascertain that the entire system has been installed according to the manufacturer's specifications and details. Written letters of acceptance shall be sent to the Owner's principal representative and 1 the Architect. 3.10 CLEANING AND PROTECTION ' A. Upon completion, remove surplus ballast, materials and debris from the site. B. Remove excess adhesives or other materials from adjacent surfaces, including metal surfaces of flashings and rooftop equipment. ' C. Adjacent Materials: Do not use oil -based or plastic roof cement. Do not allow waste products (petroleum, grease, oil, solvents, vegetable or mineral oil, animal fat) or direct steam venting to come in contact with membrane roofing system. ' END OF SECTION r ■ 07530 - 7 1 EPIC Reroof-0843.01 ' 17.2. In evaluating Bids, OWNER will consider the qualifications of the Bidders, whether or not the Bids comply with the prescribed requirements, ' and such alternates, unit prices and other data, as may be requested in the Bid Form or prior to the Notice of Award. 17.3. OWNER may consider the qualification and experience of ' Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work as to which the identity of Subcontractors, Suppliers, and other persons and organizations is ' submitted as requested by OWNER. OWNER also may consider the operating costs, maintenance requirements, performance data and guarantees of major items of materials and equipment proposed for incorporation in the Work ' when such data is required to be submitted prior to the Notice of Award. 17.4. OWNER may conduct such investigations as OWNER deems necessary to assist in the evaluation of any Bid and to establish the responsibility, ' qualifications and financial ability of the' Bidder's proposed Subcontractors, Suppliers and other persons and organizations to do the Work in accordance with the Contract Documents to OWNER's satisfaction within the prescribed time. ' 17.5. If the Contract is to be awarded, it will be awarded to the lowest responsive and responsible Bidder whose evaluation by OWNER indicates to ' OWNER that the award will be in the best interest of the OWNER. Award shall be made on the evaluated lowest base bid excluding alternates. The basis for award shall be the lowest Bid total for the Schedule or, in the ' case of more than one schedule, for sum of all schedules. Only one contract will be awarded. 17.6. If the Contract is to be awarded, OWNER will give the Successful ' Bidder a Notice of Award within forty-five (45) days after, the date of the Bid opening. 18.0 CONTRACT SECURITY. The General Conditions and the Supplementary Conditions set forth OWNER's ' requirements as to performance and other Bonds. When the Successful Bidder delivers the executed Agreement to the OWNER, it shall be accompanied by the required Contract Security. ' 19.0 SIGNING OF AGREEMENT. ' When OWNER gives a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Agreement with all other. written Contract Documents attached. Within fifteen (15) days thereafter, CONTRACTOR shall sign and deliver the ' required number of counterparts of the Agreement and attached documents to OWNER with the required Bonds. Within ten (10) days thereafter, OWNER shall deliver one fully signed counterpart to CONTRACTOR. Each Rev10/20/07 Section 00100 Page 7 1 SECTION 07621 GALVANIZED METAL FLASHING AND TRIM PART 1 GENERAL 1.01 WORK INCLUDED A. Furnish and install new galvanized sheet metal reglets andcounterf lashings, as indicated on the Drawings. B. Remove and salvage existing galvanized metal flashing materials for reinstallation as part of new ' Work, including but not limited to: 1. Parapet cap flashings. C. Related work specified elsewhere: 1. Section 01022, Unit Prices: Replacement of existing damaged or deteriorated sheet metal ' materials. 2. Section 07220, Roof and Deck Insulation. 3. Section 07221, Tapered Rigid Insulation. ' 4. Section 07530, Elastomeric Sheet Roofing - Loose Laid/Ballasted. 1.02 QUALITY ASSURANCE A. Reference Standards: Conform to the current requirements and recommendations of applicable portions of standards, codes and specifications, except where more stringent requirements are shown or specified. 1. SMACNA, Sheet Metal and Air Conditioning Contractors National Association, Inc. Architectural Sheet Metal Manual; current edition. 2. Applicable provisions of the codes referenced in Section 01060, or as adopted by any jurisdiction with authority over this Project. B. Fabrication and installation shall be by manufacturer's personnel or manufacturer approved subcontractor with minimum five (5) years successful experience in projects of similar size and complexity. 1.03 SUBMITTALS A. Product Data: Submit manufacturer's product literature and shop drawings indicating materials, shapes, proposed layout of joints, special details and intersections, and fabrication and assembly details. B. Samples: Submit manufacturer's standard profiles of galvanized flashings and trim for selection by ' the Architect. PART 2 PRODUCTS 2.01 GALVANIZED METAL FLASHING AND TRIM A. General: Commercial quality with 0.20% copper, ASTM A525, except ASTM 527 for lock -forming hot -dipped galvanized, standard G90 class finish. 1. Gages: a. 24-gage for cap flashings. b. 24-gage for reglets and counterflashings. C. 22-gage for clips, retainers and other concealed backer materials. 07621 - 1 EPIC Reroof - 0143.02 d. 26-gage for concealed edge and drip flashings, valley flashings and other miscellaneous trims not specified for other gages. ' 2. Finish: Supply sheet metal flashings and trim with manufacturer's standard galvanized finish. No further field finishing will be performed where unexposed to view in the completed project. i 3. Profiles: Specified in paragraph 2.03 below. 2.02 ACCESSORY MATERIALS AND COMPONENTS i A. Fasteners: Concealed clip -type of same material as flashings, sized to suit application. B. Nails: Hot -dipped galvanized steel roofing type. C. Screws: Hot -dipped galvanized Phillips head, with neoprene washers. D. Solder and Flux: Type recommended for materials being used. E. Bituminous Paint: Acid- and alkali -resistant type, black color. F. Plastic Cement: Cutback asphaltic type, FS SS-C-00153a. G. Sealant: One (1) component silicone, conforming to FS TT-S-00230, non -staining, non -bleeding, non -sagging, of color suitable for material matching. 1. Dow 790 or equal.. 2.03 FABRICATION A. Form sections square, true and accurate to size, free from distortion and other defects detrimental to appearance or performance. B. Form sections in maximum lengths possible. Make allowances for expansion and contraction at joints. 1. Provide for thermal expansion at 10' intervals, unless otherwise shown. Use material in i longest practical lengths. Sections shorter than T-0" will not be allowed. C. Joints and seams exposed to view are to be flat -lock type, except corners, or detailed as flat -butt joints with back-up plate. Open -lap seams are not permitted for joints exposed to view. Fabricate corners minimum 18" x 18", mitered, soldered and seated as one (1) piece. Seal all seams with elastic cement. D. Wipe and wash clean soldered joints to remove traces of flux immediately after soldering. E. Hem exposed edges of flashings to underside 1 /2". Hemmed edges shall be straight, square design, unless otherwise shown on the Drawings. F. Backpaint flashings with bituminous paint where expected to be in contact with cementitious materials or dissimilar metals. G. Profiles shalt conform to current SMACNA Architectural Sheet Metal Manual standards and details. 1. Cap Ftashings, Reglets and Counterflashings: As shown on the Drawings. 2.04 FIELD EQUIPMENT ' A. Installer shall furnish and maintain any site -based cutting, forming and seaming equipment as necessary to fabricate and install all metal flashings, accessories and trims. not factory fabricated for a complete and weathertight installation. PART 3 EXECUTION ' 3.01 INSPECTION AND PREPARATION ' A. Installer shalt examine the substrate and the conditions under which flashing and trim work is to be performed and notify the Contractor in writing of unsatisfactory conditions which would prevent the successful completion of this work. Do not start work until unsatisfactory conditions have been corrected in a manner acceptable to the Installer. 07621 - 2 EPIC Reroof - 0843.02 i B. Ensure miscellaneous galvanized metal ftashings and trims are fabricated in accordance with paragraph 2.03 above. ' C. Coordinate installation of flashings with Contractor for membrane sheet roofing as required. 3.02 INSTALLATION OF GALVANIZED SHEET METAL MATERIALS A. General: Install reglets, counterf Lashings and trim in accordance with manufacturer's written instructions and recommendations. 1. Ensure adequate clearances for thermal expansion and contraction of fabricated sections of materials. B. Secure ftashings in place using specified fasteners. Use exposed fasteners only in locations approved by Architect. When using exposed fasteners, they are to be of same finish as ftashings. C. Conform to applicable SMACNA details, unless otherwise shown. D. Apply sealing compound at junction of metal flashings and base ftashings. E. Lock seams and end joints. Fit ftashings tight in place. Make corners square, surfaces true and straight in planes and tines accurate to profiles. ' 3.03 REINSTALLATION OF EXISTING GALVANIZED SHEET METAL MATERIALS A. General: Remove existing parapet cap ftashings scheduled to be reused in the new construction and reinstall in new configuration as shown on the Drawings. B. Clean existing materials to be reused in new Work and protect until reinstalled. C. Replacement of any missing, damaged. or deteriorated materials shall be on a unit basis, as approved by the Owner's principal representative. Refer to Section 01022. 3.04 CLEANING ' A. Clean all exposed galvanized surfaces and leave prepared for field finishing as specified in Section 09900. 1. Remove excess sealants, flux, plastic cement and bituminous paint. I 2. Clean soiled surfaces with a solution which will not harm adjacent surfaces. B. Clean all exposed prefinished galvanized surfaces. Remove smudges and other imperfections using cleaning materials recommended by the manufacturer. Remove excess sealant from prefinished materials and leave installation in clean condition. C. Advise Contractor of measures to be taken to protect prefinished surfaces from damage during the balance of construction. END OF SECTION 07621 - 3 EPIC Reroof - 0843.02 SECTION 07810 ' SKYLIGHTS ' PART 1 GENERAL 1.01 WORK INCLUDED ' A. Furnish and install new double -domed unit skylights for installationon existing curbs. B. Related work specified elsewhere: 1. Section 07220, Roof Insulation. 1 2. Section 07536, Thermoplastic Sheet Roofing - Fully -Adhered. 1.02 QUALITY ASSURANCE ' A. Reference Standards: Conform to the current requirements of applicable portions of standards, codes and specifications, except where more stringent requirements are shown or specified. 1. Applicable portions of the codes referenced in Section 01060, or as adopted by any jurisdiction with authority over this Project. 1.03 SUBMITTALS A. Product Data: Submit manufacturer's product literature and/or shop drawings indicating materials, unit sizes and assembly and installation details. 1.04 DELIVERY, STORAGE AND HANDLING A. Deliver products to site in unbroken factory cartons. B. Store in a secure location and protect finishes and glazing from damage until installation. 1.05 WARRANTIES ' A. Provide manufacturer's standard written five-year warranty covering defects in materials and workmanship and unit leakage. ' PART 2 PRODUCTS 2.01 CURB -MOUNTED DOMED UNIT SKYLIGHTS A. General: Factory -fabricated double -domed skylight units consisting of one-piece polycarbonate plastic domes, extruded aluminum retaining frame, to be mounted on existing curbs. B. Retaining Frame: Extruded aluminum, 6063-T5 alloy, minimum thickness of .72". C. Glazing: Factory -installed acrylic plastic, bronze or smoke tinted. D. Sizes as shown on the Drawings. Intent is to utilize manufacturer's standard sizes. Notify Architect of curb opening size discrepancies for approval prior to fabrication. 1 E. Approved Models and Manufacturers: 1. AIA Industries, Inc., Denver, CO, (800) 748-2036. 2. Inter -Sky Skylight Specialties, Santa Ana, CA, (800) 972-9112. ' 3. Skylights USA, Fort Lauderdale, FL, (800) 346-6991. 4. Manufacturers providing products of same design, function and performance are acceptable. 07810 - 1 ' EPIC Reroof - 0843.02 PART 3 EXECUTION 3.01 PREPARATION A. Prepare mounting substrate as per manufacturer's requirements. B. Coordinate size of existing framed curb opening with manufacturer's standard unit approved by Architect. C. Ensure that existing self -flashing curbs to be reused are securely anchored to existing roof deck. 3.02 INSTALLATION A. General: Install prefabricated skylight units in accordance with manufacturer's written instructions and recommendations. B. After installation of first unit, field test to determine adequacy of installation. Conduct water test in presence of Owner and Contractor. Make corrections in installation methods if needed prior to proceeding with installation of subsequent units. C. Protect installed skylights and glazing from damage by adjacent construction. Units with marred surfaces or scratched glazing shall be replaced at no additional cost to the Owner. END OF SECTION 07810 - 2 EPIC Reroof - 0843.02 ISECTION 07900 ' SEALANTS AND JOINT FILLERS I PART 1 GENERAL 1.01 WORK INCLUDED A. Clean and prepare joint surfaces. ' B. Furnish and install joint backing materials. C. Furnish and install joint caulking and sealants in exterior applications. D. Related work specified elsewhere: 1. Section 07810, Skylights. 1.02 QUALITY ASSURANCE A. Reference Standards: Conform to the current requirements of applicable portions of standards, codes and specifications, except where more stringent requirements are shown or specified. 1. Applicable provisions of the codes referenced in Section 01060, or as adopted by any ' jurisdiction with authority over this Project. B. Installer of sealants and caulking shall have minimum five (5) years of successful experience with projects of similar size and complexity. C. Installer shall be continuously employed in work of this type. D. Certification: Manufacturer/Supplier of sealant and accessory materials shall certify that materials supplied are acceptable and appropriate for the materials, substrates and conditions under which sealants are to be installed. 1.03 SUBMITTALS A. Product Data: Submit manufacturer's specifications, recommendations and installation instructions for each type of sealant, caulking compound and associated miscellaneous material required. B. Samples: Submit samples of manufacturer's standard color line for each type of sealant specified ' for exposed locations for selection by the Architect. C. Sample Installation: Select a test area on the exterior and install caulking. Notify the Architect for approval and acceptance prior to proceeding with caulking. The test area will become the standard for quality control of remaining caulking. ' 1.04 ENVIRONMENTAL CONDITIONS A. Do not proceed with installation of sealants under adverse weather conditions or when temperatures are below 40' F or above 100' F. Proceed with the work only when forecasted weather conditions are favorable for proper curing and development of high early bond strength. Where joint width is affected by ambient temperature variations, install elastomeric sealants only when temperatures are in lower third of the manufacturer's recommended installationtemperature range so that sealant will not be subjected to excessive elongation and bond stress by subsequent low temperatures. Coordinate time schedule with Contractor to avoid delay of project. ' 1.05 WARRANTIES ' A. Provide manufacturer's written 5-year warranty covering defects in materials when such materials are properly applied and fully cured as described in the manufacturer's product data sheets. The Contractor further agrees to replace sealants which fail because of loss of cohesion or adhesion, or that do not cure properly due to improper application or curing, or when the materials installed are 07900 - 1 IEPIC Reroof - 0843.01 not appropriate for that application, joint type or other factor beyond the manufacturer's control, for a period of five (5) years. PART 2 PRODUCTS 2.01 SEALANT MATERIALS A. General: Supplier/Installer of work of this Section shall certify that materials specified and/or furnished for this project are appropriate for use in the specified applications for the following criteria: 1. Compatibility of sealant material with adjacent materials. ' 2. Compatibility of sealant material with type and degree of weather exposure. 3. Compatibility of sealant material with expected use of space. 4. Compatibility of sealant material with joint type, width and depth. B. Exterior: One- or two-part polyurethane -based elastomeric sealants complying with FS TT-S-00230, Class A, Type I (self -leveling) or Type II (non -sag). 1. One -Part Sealant: Sonolastic NP-1 by Sonneborne as basis of design or as recommended by manufacturer for type of application. 2. Two -Part Sealant: Sonolastic NP-2 by Sonneborne as basis of design or as recommended by manufacturer for type of application. C. Cotor(s): 1. Colors are to be selected by Architect from manufacturer's full tine of standard colors. ' 2. Design intent is to match sealant color to color of adjacent material, unless indicated otherwise. The Architect shall have final authority for color selection, including variations from this policy. ' D. Approved Manufacturers: 1. Sonneborne Building Products, Minneapolis, MN, (612) 835-3434. 2. Tremco Sealants, Cleveland, OH, (800) 321=7906. 3. Schnee -Morehead Inc., Irving, TX, (800) 255-9427. 4. Manufacturers providing materials of same design, function and performance are acceptable. I2.62 ACCESSORY MATERIALS A. - Primer: Non -staining type for joints as recommended by sealant manufacturer. ' B. Joint Cleaner: Non -corrosive and non -staining type recommended by sealant manu-facturer, compatible with joint forming materials. C. Joint Filler: ASTM D1056, round polyethylene foam rod, over -sized 30-50%, as recommended by manufacturer of sealant used. ' 1. Provide closed cell or open cell foam rod materials, as recommended by the Installer for specific applications. D. Bond Breaker: Pressure -sensitive tape recommended by sealant manufacturer to suit application. PART 3 EXECUTION ' 3.01 PREPARATION A. Installer shall examine joint surfaces, backing and anchorage of units forming sealing rabbet and ' conditions under which sealant work is to be performed and notify Contractor of conditions detrimental to proper completion of the work, performance and curing of sealants. Do not proceed with sealant work until unsatisfactory conditions have been corrected in a manner acceptable to the Installer. 07900 - 2 EPIC Reroof - 0843.02 I ' B. Clean, prepare and size joints in accordance with manufacturer's instructions. Remove any loose materials and other foreign matter which might impair adhesion of sealant. C. Ensure that horizontal and vertical surfaces are of sufficient dimension for required bonding of ' sealant materials as recommended by the manufacturer. D. Ensure that sealants are compatible with the substrates to which they are to adhere. E. F. Verify that joint shaping materials and release tapes are compatible with sealant. Examine joint dimensions and size materials to achieve required width/depth ratios. G. Install joint filler to achieve required joint depths to allow sealants to perform property. H. Install bond breaker where required. ' I. Mask or otherwise -protect adjacent surfaces which may be marred or damaged by sealant materials. 1 3.02 INSTALLATION OF SEALANTS A. General: Install sealant in accordance with manufacturer's instructions. Apply sealant within recommended temperature ranges. Consult manufacturer when sealant cannot be applied within ' recommended temperature ranges. B. Tool joints slightly concave in vertical surfaces and flush in horizontal surfaces. C. Maintain joints free of air pockets, foreign embedded matter, ridges or sags. D. Ensure that sealant is applied leaving crisp, clean lines with adjacent materials. Do not allow sealant to bleed onto adjacent surfaces. Immediately wipe excess sealant materials off adjacent surfaces. E. Remove and replace any sealants improperly applied, to the satisfaction of the Architect. ' F. Repair and replace any adjacent materials that have been.damaged, marred or discolored by work of this Section, to the satisfaction of the Architect. IPART 4 SCHEDULES ' 4.01 SCHEDULE OF SEALANT WORK A. Exterior: Install sealants as indicated on the Drawings or scheduled herein, including but not limited to: 1. . Perimeter of materials and equipment passing through building walls and roofs. 2. Perimeter joints of metal flashings, counterflashings, reglets and similar accessories. 3. Perimeter joints of prefabricated skylight units. 4. Miscellaneous vertical and horizontal joints between dissimilar materials, where.required ' for contraction and expansion of joints, or where required to maintain the weathertightness of the project. 5. Other joints as indicated, as required for neat appearance, or as directed by the Architect. END OF SECTION 07900 - 3 EPIC Reroof - 0843.02 City of Fort Collins SENIOR CENTER REROOFING FORT COLLINS, COLORADO SPECIFICATIONS November 2008 Architect's Project No.: 0843.03 City of Fort Collins Bid No.: ALLER • LINGLE ARCHITECTS P.C. ff 712 Whalers Way, Suite B-100 Fort Collins, CO 80525 (970) 223-1820 ITABLE OF CONTENTS ' DIVISION 1 GENERAL REQUIREMENTS ' Section 01010 01022 Summary of Work Unit Prices 01026 Application for Payment 01027 Change Order Procedures 01030 Alternates ' 01040 Coordination 01041 Superintendent 01045 01046 Cutting and Patching Access to Site 01060 Regulatory Requirements 01070 Abbreviations 01200 Project Meetings 01310 Construction Schedules 01340 Shop Drawings, Product Data and Samples 01370 Schedule of Values ' 01380 Construction Photographs 01400 Quality Control 01510 Temporary Utilities ' 01520 Construction and Equipment Aids 01530 Barriers and Enclosures 01560 Temporary Controls 01600 Material and Equipment ' 01700 Contract Close -Out 01710 Cleaning 01715 Waste Removal and Recycling ' 01720 Project Record Documents 01730 Operating and Maintenance Data 01740 Warranties and Bonds DIVISION 7 THERMAL AND MOISTURE PROTECTION Section 07220 Roof and Deck Insulation 07221 Tapered Rigid Insulation 07537 Thermoplastic Sheet Roofing - Mechanically -Attached ' 07621 Galvanized Metal Flashing and Trim 07900 Sealants and Joint Fillers 1 11 Table of Contents - 1 1 Senior Center Reroof - 0843*03 r ' counterpart is to be accompanied by a complete set of the Drawings with appropriate identification. 20.0 TAXES. OWNER is exempt from Colorado State Sales and Use Taxes on materials and equipment to be incorporated in the Work. Said taxes shall not be ' included in the Contract Price. Reference is made to the General and Supplementary Conditions. ' 21.0 RETAINAGE. Provisions concerning retainage are set forth in the Agreement. ' 22.0 PURCHASING RESTRICTIONS. Purchasing restrictions: The Bidder's authorized signature of this Bid assures the Bidder's compliance with the City's purchasing restrictions. ' A copy of the resolutions are available for review in the Purchasing and Risk Management Division or the City Clerk's office. A. Cement Restrictions: City of Fort Collins Resolution 91-121 requires that suppliers and producers of cement or products containing cement to certify that the cement was not made in cement ' kilns that burn' hazardous waste as a fuel. 23.0 COLLUSIVE OR SHAM BIDS. ' Any Bid deemed by the City in its sole discretion to be a collusive or sham Bid will be 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 Rev 10/20/07 Section 00100 Page 8 SECTION 01010 ' SUMMARY OF WORK PART 1 GENERAL 1.01 PROJECT SITE ' A. Location: The site is located at the Senior Center, 1200 Raintree Drive, Fort Collins, Colorado. 1.02 DESCRIPTION OF THE WORK ' A. General: The work consists of the reroofing of approximately 10,500 sq. ft. of flat -roofed areas of the building, extent as indicated on the Drawings, including tear -off of existing materials and new rigid board insulation, membrane roofing and flashings. B. Unless otherwise provided, Contractor shall provide, at his expense, at[ materials, labor, equipment, tools, transportation and utilities, including cost of connection necessary for successful completion of the project. ' C. It is the intent of the Owner not to disturb the normal functions of the building, its users, employees, vendors, suppliers, contractors or related outside businesses during the work of this project. 1. Refer to Section 01046, Access to Site, for specific construction access, phasing and ' scheduling requirements. D. The Contractor shall be responsible for seeing that all contractors, subcontractors, suppliers and workmen associated with the project conduct themselves in a professional, respectful and businesslike manner while on the site. ' 1. Firearms, alcoholic beverages and controlled substances are not permitted on the premises. 2. Smoking or use of tobacco products shall only be allowed in designated areas, and is ' prohibited within any structure. 3. All workers shall refrain from the use of profane or abusive language and other forms of harassment on the site. 4. Other specific conditions of this Section shall be as arranged at the Pre -Construction Conference. Refer to Section 01046 for specific rights of the Owner's principal representa- tive. E. Related requirements or conditions specified elsewhere: 1. Section 01030, Alternates. 2. Section 01046, Access to Site. 3. Section 01060, Regulatory Requirements. 4. Section 01400, Quality Control: Quality control and workmanship standards. ' 5. Section 01600, Material and Equipment: Quality of materials and equipment to be installed in the work. 1.03 CONTRACTOR QUALIFICATIONS A. Contractor Qualifications: Contractor shall have completed at least three (3) projects of similar type and scale in the past five (5) years, and be a certified installer of the specified materials. B. Superintendent Qualifications: Refer to Section 01041. Fi 01010 - 1 Senior Center Reroof - 01343.03 1.04 FORM OF BID AND/OR CONSTRUCTION CONTRACT A. The work of this Project shall be bid and construction contracts awarded on the following basis, unless otherwise modified in the General or Supplementary Conditions of the Contract: 1. Lump sum basis, including approved Alternates. END OF SECTION 01010 - 2 Senior Center Reroof - 0843.03 SECTION 01022 ' UNIT PRICES ' PART 1 GENERAL 1.01 WORK INCLUDED A. This Section identifies each Unit Price by number, as referred from the Drawings and/or specific Sections of these Specifications, including but not limited to: 1. Section 07621, Galvanized Metal Flashing and Trim. B. Related requirements specified elsewhere: 1. Bidding Documents: Bid Form. 2. Owner -Contractor Agreement: Incorporation of Unit Prices into the Work. 3. Sections of the Specifications as referenced. ' 1.02 DESCRIPTION OF UNIT PRICES A. The Contractor shall furnish the following Unit Prices for addition and/or deletion of bid items by the Owner. Unit Prices shall include all labor, materials, tools, equipment and supervision necessary for each item to be installed, and all mark-ups for the Contractor and Subcontractor, completely finished, operational and coordinated with related work. Unit Prices requested shall ' not be construed as all-inclusive, and the Owner reserves the right to add or delete from the project using these Unit Prices in any order or quantity. Base Bid shall include all items'shown on the Drawings or specified herein. ' Item Description Unit 1. Parapet cap flashings, as may be needed to replace damaged or deteriorated materials, including paint: L.F. ' END OF SECTION 01022 - 1 Senior Center Reroof - 0143,03 ISECTION 01026 ' APPLICATIONS FOR PAYMENT ' PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED A. Submit Applications for Payment to the Owner in accordance with the schedule established by the General and Supplementary Conditions of the Contract and Owner -Contractor Agreement. B. Related requirements specified elsewhere: 1. Owner -Contractor Agreement: a. Lump sum bid. b. Progress payments, retainages and final payment. C. Allowable progress payments for Contractor overhead, profit and Division I ' expenses. 2. Bid Form. 3. General and Supplementary Conditions: ' a. Retainages. b. Liquidated damages, if applicable. C. Partial release of lien affidavits. 4. Section 01370, Schedule of .Values. ' S. Section 01700, Contract Closeout. 6. Section 01714, Construction Waste Management. 7. Section 01730, Operating and Maintenance Data. ' 1.02 FORMAT AND DATA REQUIRED ' A. Submit itemized Applications using standard City of Fort Collins forms, unless otherwise approved. B. Provide itemized data on continuation sheet. Format, schedule, line items and values shall be those of the Schedule of Values accepted by the Owner. C. Applications for payment shall include only that material, labor and/or stored material in place as ' of the date of Application. 1.03 PREPARATION OF APPLICATION FOR EACH PROGRESS PAYMENT A. Application Form: 1. Form shall be completed and notarized by a Notary Public, state of Colorado. 2. Fill in required information, including that for Change Orders executed prior to date of submittal of Application. Incomplete Application forms shall be returned to the Contractor and not processed. 3. Fill in summary of dollar values to agree with respective totals indicated on continuation ' sheets. 4. Certification shall be executed with signature of a responsible officer of contract firm. B. Continuation Sheets: 1. Fill in total list of all schedule component items of work with item number and scheduled dollar value for each item. 2. Fill in dollar value in each column for each scheduled line item when work has been performed or products storedi as of date of Application. 3. List each Change Order executed prior to date of Application at the end of the continuation sheets. a. List by Change Order number and description, as for an original component item of work. 01026 - 1 ' Senior Center Reroof - 0843.03 ' C. Retainage: The Owner shall withhold retainage from each progress payment, as stipulated in the General and Supplementary Conditions. Contractor shall reflect the amount retained on each 1 Application for Payment. 1.04 RELATED SUBMITTALS REQUIRED WITH APPLICATIONS FOR PAYMENT ' A. Partial Release of Liens Affidavit: Contractor shall submit a Partial Release of Liens Affidavit with each Application for Payment certifying payment to Subcontractors, material suppliers or other entities having provided labor, materials and equipment related to the Work covered by the ' previous Application for Payment, as specified in the General and Supplementary Conditions. B. Prior to acceptance of Application for Progress Payments, Contractor shall show that project record drawings are current and up to date per Section 01720, as requested by the Owner. ' C. Prior to acceptance of Final Application for Payment, Contractor shall submit complete operating and maintenance manuals for review ,and acceptance by the Owner. Refer to paragraph 1.06 below. ' 1.05 SUBSTANTIATING DATA FOR PROGRESS PAYMENTS A. When the Owner requires substantiating data, Contractor shall submit suitable information with a ' cover letter identifying: 1. Project name, Application number and date. 2. Detailed list of enclosures. 3. Stored materials may be submitted for payment, provided they are stored on site, in the ' Subcontractor's insured facility, or in a bonded warehouse facility as of the date of Application. a. Submit item number and identification as shown on Application, description of specific material. b. Submit certificate of insurance indicating coverage of stored materials, if requested by the Owner. B. Submit one (1) copy of data for each copy of Application. ' 1.06 PREPARATION OF APPLICATION FOR FINAL PAYMENT ' A. Fill in Application form as specified for progress payments. B. Use continuation sheet for presenting the final statement of accounting as specified in Section 01700, Contract Close -Out. ' 1.07 SUBMITTAL PROCEDURE A. Submit Applications for Payment to the Owner within the time limitations and deadlines stipulated ' in the Agreement. B. Number: Four (4) copies of each Application, or as established at the Pre -Construction Conference. C. Final Certificate for Payment shall be processed only after operating and maintenance manuals ' have been received, reviewed and accepted by the Architect and Owner. END OF SECTION 01026 - 2 ' Senior Center Reroof - 0843.03 ' SECTION 01027 ' CHANGE ORDER PROCEDURES ' PART GENERAL 1.01 REQUIREMENTS INCLUDED ' A. Contractor shall prepare and promptly implement Change Order procedures: 1. Provide full written data required to evaluate proposed changes in the Contract Sum or extensions of the Contract Time. ' 2. Maintain detailed records of work done on a time-and-material/force-account basis. 3. Maintain detailed records of weather -related delays to substantiate claims for additional time. B. Designate in writing the member of Contractor's organization who is authorized to accept changes in the work. C. Related requirements specified elsewhere: 1. Owner -Contractor Agreement and Conditions of the Contract: ' a. Methods of determining cost or credit to Owner resulting from changes in the work made on a time -and -material basis. b. Contractor's claims for additional costs. c. Allowable limits for Contractor's overhead and profit. 2. Section 01026, Applications for Payment. 3. Section 01046, Access to Site: Designation of Owner's Principal Representative, authorized to execute change.orders. ' 4. Section 01310, Construction Schedules. 5. Section 01370, Schedule of Values. 6. Section 01600, Material and Equipment: Substitutions. ' 7. Section 01720, Project Record Documents. 1.02 DEFINITIONS ' A. Change Order: See General Conditions. B. Architect's Supplemental Instructions, AIA Document G710: A written order, instructions or interpretations signed by Architect making minor changes in the work not involving a change in ' Contract Sum or Contract Time. C. Proposal Request, standard City of Fort Collins form: A written request by the Owner or Architect describing proposed changes in the work and requesting change order pricing from the Contractor, but not authorizing the work to be completed until approved in writing by the Owner. ' D. Construction Change Authorization, standard City of Fort Collins form: A written order to the Contractor signed by the Owner which amends the Contract Documents as described and authorizes Contractor to proceed with a change which affects the Contract Sum or the Contract Time, for ' inclusion in a subsequent Change Order. 1.03 PRELIMINARY PROCEDURES ' A. Owner or Architect may initiate changes by submitting a Proposal Request to Contractor. Request will include: 1. Detailed description of the change, products and location of the change in the project. ' 2. Supplementary or revised Drawings and Specifications. 3. The projected time span for making the change and a specific statement as to whether overtime work is or is not authorized. ' 4. A specific period of time during which the requested price will be considered valid. 01027 - 1 ' Senior Center Reroof - 0843.03 L ' S. Such request is for information only and is not an instruction to execute the changes or to stop work in progress. B. Contractor may initiate changes by submitting a written notice to the Owner containing: 1. Description of the proposed changes. 2. Statement of the reason for making the changes. ' 3. Statement of the affect on the Contract Sum and the Contract Time. 4. Statement of the affect on the work of separate contractors. 5. Documentation supporting any change in Contract Sum or Contract Time as appropriate. C. Changes in the work affecting construction cost and/or contract time shall not be started without a ' fully executed Change Order or other written authorization from the Owner, in accordance with the General,and Supplementary Conditions. ' 1.04 CONSTRUCTION CHANGE AUTHORIZATION A. In lieu of a Proposal Request, the Owner may issue a Construction Change Authorization for Contractor to proceed with a change for subsequent inclusion in a Change Order. ' B. Authorization will describe changes in the work, both additions and deletions, with attachments of revised Contract Documents to define details of the change and will designate the method of determining any change in the Contract Sum and any change in Contract Time. C. Owner will sign and date the Construction Change Authorization as authorization for the Contractor to proceed with the changes. D. Contractor wilt sign and date the Construction Change Authorization to indicate agreement with ' the terms therein. 1.05 DOCUMENTATION OF PROPOSALS AND CLAIMS A. Support each quotation for a lump sum proposal and for each unit price which has not previously ' been established with sufficient substantiating data to allow Architect and Owner to evaluate the quotation. 1. Labor and equipment required. 2. Materials required: a. Recommended source of purchase and unit cost. b. Quantities required. 3. Taxes, insurance and bonds. 4. Credit for work deleted from Contract similarly documented. 5. Overhead and profit. Refer to Supplemental Conditions of the Contract for established limits, if applicable. ' 6. Justification for any change in Contract Time. B. Support each claim for additional costs and for work done on a time-and-material/force-account basis, with documentation as required for a lump sum proposal plus additional information: ' 1. Name of the Owner's authorized agent who ordered the work and date of the order. 2. Dates and times work was performed and by whom. 3. Time record, summary of hours worked and hourly rates paid. 4. Receipts and invoices for: ' a. Equipment used, listing dates and times of use. b. Products used, listing quantities. C. Subcontracts. ' C. Document requests for substitutions for products as specified in Section 01600. D. Support each claim for additional time due to. weather- related delays with the following daily information: 1. Statement of the reason for requesting an extension to the Contract Time due to the ' weather, including the materials or trades affected and the adverse effects of the weather upon these items. 2. Weather conditions at the site of the project for each day requested. 01027 - 2 ' Senior Center Reroof - 0843.03 3. Temperature in Fahrenheit at the site for each day requested. 4. Any additional information requested by the Owner. ' 1.06 PREPARATION OF CHANGE ORDERS ' A. Contractor shall prepare each.Change Order. B. Form: Change Order, standard City of Fort Collins form. C. Change Order will describe changes in the work, both additions and deletions, with attachments of revised Contract Documents to define details of the change. ' D. Change Order will provide an accounting of the adjustment in the Contract Sum and the Contract Time. ' 1.07 LUMP SUM/FIXED PRICE CHANGE ORDER A. Content of Change Orders will be based on either: ' 1. Proposal Request and Contractor's response as mutually agreed between Owner and Contractor; or 2. Contractor's proposal for a change as approved by the Owner.. B. Owner will sign and date the Change Order as authorization for the Contractor to proceed with the ' changes. C. Contractor will sign and date the Change Order to indicate agreement with the terms therein. 1.08 UNIT PRICE CHANGE ORDER A. Content of Change Orders will be based on either: 1. Owner's definition of the scope of the required changes. ' 2. Contractor's proposal for a change. 3. Survey of completed work. B. The amounts of the unit prices to be either: ' 1. Those stated in the Agreement. 2. Those mutually agreed upon between Owner and Contractor. C. When quantities of each of the items affected by the Change Order can be determined prior to start of the work: 1. Owner will sign and date the Change Order as authorization for Contractor to proceed with the changes. 2. Contractor will sign and date the Change Order to indicate agreement with the terms ' therein. D. When quantities of the items cannot be determined prior to start of the work: 1. Owner will issue a Construction Change Authorization directing Contractor to proceed with the change on the basis of unit prices and will cite the applicable unit prices. ' 2. At completion of the change, the Owner will determine the cost of such work based on the unit prices and quantities used. a. Contractor shall submit documentation to establish the number of units of each ' item and any claims for change in Contract Time. 3. Owner will sign and date the Change Order to establish the change in Contract Sum and in Contract Time. 4. Contractor will sign and date the Change Order to indicate their agreement with the terms ' therein. 1.09 TIME AND MATERIAL/FORCE ACCOUNT CHANGE ORDER/CONSTRUCTION CHANGE AUTHORIZATION ' A. Owner wilt issue a Construction Change Authorization directing Contractor to proceed with the changes. 01027 - 3 ' Senior Center Reroof - 0843.03 B. At completion of the change, Contractor shall submit itemized accounting and supporting data as provided in paragraph 1.05, Documentation of Proposals and Claims. ' C. Owner will determine the allowable cost of such work as provided in General Conditions and Supplementary Conditions. D. Owner will sign and date the Change Order to establish the change in Contract Sum and in Contract E. Time. Contractor will sign and date the Change Order to indicate their agreement therein. F. Owner must approve in writing and on a daily basis all time and material.Change Orders. ' 1.10 CONTRACTOR OVERHEAD AND PROFIT A. General: Allowable limits to the Contractor's and Subcontractors' mark-ups on Change Orders shall ' be as established in the Supplementary Conditions of the Contract. 1.11 CORRELATION WITH CONTRACTOR'S SUBMITTALS ' A. Periodically revise Schedule of Values and Application for Payment forms to record each change as a separate item of work and to record the adjusted Contract Sum. B. Periodically revise the Construction Schedule to reflect each change in Contract Time. 1. Revise subschedules to show changes for other items of work'affected by the changes. ' C. Upon completion of work under a Change Order, enter pertinent changes in Record Documents. ' END OF SECTION F . I 01027 - 4 ' Senior Center Reroof - 0843.03 ' SECTION 01030 ' ALTERNATES PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED ' A. This section identifies each Alternate by number and describes the basic changes to be incorporated into the work only when that Alternate is made a part of the work by specific provisions in the Owner -Contractor Agreement. B. Coordinate related work and modify surrounding work as required to properly integrate the work ' under each Alternate for the complete construction required by the Contract Documents. C. Related requirements specified elsewhere: 1. Bidding Documents: Method of quotation of the cost of each Alternate and the basis of the Owner's acceptance of Alternate. 2. Owner -Contractor Agreement: Incorporation of Alternates into the work. 3. Bid Form and Bid Schedule. 4. . Sections of the Specifications as listed under the respective Alternates. Referenced ' Sections of Specifications stipulate pertinent requirements for products and methods to achieve the work stipulated under each Alternate. D. Alternates will be accepted as follows, unless otherwise modified by the General or Supplementary Conditions to the Contract. 1. Alternates will be accepted in any order. E. The Owner will consider the price quotation for each Alternate, in addition to the Base Bid, in determining the apparent Low Bidder, unless otherwise modified by the General or Supplementary ' Conditions to the Contract. Refer to Information for Bidders. ' 1.02 DESCRIPTION OF ALTERNATES A. Alternate No. 1 (Add): Increase the warranty period specified in Section 07537.from 15 years (Base Bid) to 20 years. TPO system as basis of design will be Johns Manville TPO-60, 60 mil. ' B. Alternate No. 2 (Add): Increase the warranty period specified in Section 07537 from 20 years to 25 years. TPO system as basis of design will be Johns Manville TPO-80, 80 mil. Specified polyisocyanurate cover board will be required as a part of this Alternate. Metal flashings will also ' be TPO-clad as a part of this Alternate. C. Alternate No. 3 (Add): Furnish and install polyisocyan u rate cover board as a part of the roof assemblies specified for a 15-year or 20-year warranty. Cover board for the 25-year warranty system is part of Alternate No. 2. D. Alternate No. 4 (Add): Replace existing preformed ridge and hip shingles on all sloped roof areas with new preformed, ventilated ridge shingles and preformed hip shingles. Style and color of new shingles shall match the existing laminated architectural shingles. Field shingles to remain in place. END OF SECTION 1 01030 1 Senior Center Reroof - 0843.03 SECTION 00300 BID FORM J 7 I- SECTION 01040 I COORDINATION PART 1 GENERAL 1.01 COORDINATION REQUIREMENTS ' A. Contractor shall be responsible for the overall coordination of all components and systems that are a part of this project. B. Coordinate all work included in the Construction Documents, including but not limited to the ' following construction trades: 1. Roof insulation. 2. Roofing and flashings. ' 3. Skylight systems. 4. Painting and finishing. C. Coordinate scheduling, submittals and work of the Drawings and various Sections of Specifications to assure efficient and orderly sequence of installation of interdependent construction elements. ' D. Coordinate and verify that utility requirement characteristics of operating equipment are compatible with the building utilities. Interruption of utility services shall be scheduled with and subject to the approval of the Owner seven (7) business days prior to the interruption. E. Related requirements specified elsewhere: ' 1. General and Supplementary Conditions: Contractor's Responsibilities. 2. Section 01010, Summary of Work. 3. Section 01060, Regulatory Requirements. 4. Section 01310, Construction Schedules. 5. Section 01600, Materials and Equipment: Substitutions. 6. Section 06100, Rough Carpentry: General project coordination. 1.02 COORDINATION OF SCHEDULES A. Coordinate schedule of construction activity with the Owner's continued use of the facility and site. Refer to Section 01046, Access to Site. 1.03 COORDINATION MEETINGS A. In addition to progress meetings specified in Section 01200, Contractor shall hold coordination meetings and pre -installation conferences with personnel and Subcontractors to assure coordination of work. 1.04 COORDINATION OF SUBMITTALS ' A. General: Schedule and coordinate all submittals specified in Section 01340 or other Sections. B. Coordinate work of various Sections, having interdependent responsibilities for installation, connection and start-up and controls for systems and equipment. C. Coordinate requests for substitutions to assure compatibility of space, operating elements and the effect on work of other Sections. 1.05 COORDINATION OF CONTRACT CLOSEOUT ' A. Coordinate completion and cleanup of work of separate Sections in preparation for Substantial Completion. ' B. Assemble and coordinate closeout submittals specified in Section 01700. 01040 - 1 Senior Center Reroof - 0843.03 C. Coordinate access to the site by various Sections for correction of defective work and work not in accordance with Contract Documents to minimize the disruption of Owner's activities. END OF SECTION 01040 - 2 Senior Center Reroof - 0843.03 ISECTION 01041 I SUPERINTENDENT ' PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED ' A. Contractor shall employ a competent superintendent and any necessary. assistants, who shall be in attendance at the project site during performance of the work. B. Superintendent shall be on the jobsite to the minimum level specified herein. C. Related work specified elsewhere: ' 1. General and Supplementary Conditions of the Contract. 2. Section 01010, Summary of Work: Contractor Qualifications. 3. Section 01040, Coordination. 4. Section 01046, Access to Site. 1.02 QUALIFICATIONS ' A. Superintendent Qualification Requirements: Contractor shall employ a competent superintendent to supervise and coordinate all construction and jobsite administration tasks for the duration of the ' project. 1. Superintendent shall be a regular employee of the Contractor's firm, unless the use of a contract employee is approved and authorized by the Owner in writing. 2. Superintendent shall have a general knowledge of the roofing type proposed for this project, shall have successfully completed at least two (2) projects of similar size and ' complexity in the past five (5) years, serving in a similar capacity, and shall be certified by the roofing manufacturer. ' B. Contractor Qualification Requirements: Refer to Section 01010, Summary of Work. 1.03 REQUIRED LEVEL OF SUPERVISION ' A. Superintendent shall be present at the jobsite until Substantial Completion whenever work is being done. 1. Superintendent shall be present during any municipal inspection. ' 2. Superintendent shall be present at any scheduled or Owner -requested meeting. B. Superintendent shall be present at the jobsite after Substantial Completion and through project close-out as follows: 1. Superintendent shall be present at the jobsite when punchlist work is being completed. END OF SECTION 0 01041 - 1 ' Senior Center Reroof - 0843.03 SECTION 01045 ' CUTTING AND PATCHING PART GENERAL 1.01 WORK INCLUDED ' A. Requirements and limitations for cutting and patching of the work. Cutting and patching shall be as required to provide a complete and finished project. B. Related work specified elsewhere: ' 1. Section 01600, Materials and Equipment: Substitutions. 1.02 SUBMITTALS A. Submit written request in advance of cutting or alteration which affects: 1. Structural integrity of any element of the project. 2. Building, fire or life safety compliance of the project. ' 3. 4. Integrity of weather -exposed or moisture -resistant elements. Efficiency, maintenance or safety of any operational element. 5. Visual or aesthetic qualities of sight -exposed elements. B. Include in request: ' 1. Location and description of affected work. 2. Necessity for cutting or alteration. 3. Description of proposed work and products to be used. 4. Alternatives to cutting and patching. ' 5. Effect on work of Owner or separate Contractor, if any. 6. Date and time work will be executed. PART 2 PRODUCTS 2.01 MATERIALS A. Materials used in cutting and patching shall be those required for, or to match, original ' construction. B. For any change in materials, submit request for substitution in accordance with Section 01600. ' PART 3 EXECUTION 3.01 CUTTING AND PATCHING A. Execute cutting, fitting and patching as required for a complete and finished. project. 1. Contractor shall be responsible for cutting and patching as required for the completion of the work. No cutting shall be done without approval of the. Owner as to location, method ' and extent of cutting. 2. Fit work tight to adjacent elements. Maintain integrity of wall and roof constructions and finishes. Refinish surfaces to match adjacent finishes. ' 3. Minimize extent of necessary cutting and patching. Thoroughly explore alternatives to cutting and patching. 4. Remove and replace defective and non -conforming work. 01045 - 1 Senior Center Reroof - 0843.03 B. Cutting,patching and fitting shall be performed b personnel or subcontractors skilled in the P g g P Y particular trades or Sections of the work involved. ' C. Perform cutting by methods which will prevent damage to other portions of the work and provide proper surfaces to receive installation of repair and new work. D. Perform fitting and adjusting of products to provide finished installation complying with the ' specified tolerances and finishes. END OF SECTION 1 1 01045 - 2 Senior Center Reroof - 0843.03 ISECTION 01046 ' ACCESS TO SITE ' PART 1 GENERAL 1.01 OWNER'S USE OF PREMISES ' A. The City of Fort Collins shall fully occupy the existing facility, parking areas and grounds during construction of this project, except for specific areas designated strictly for use by the Contractor as specified in paragraph 1.02. B. It is the intent of the Owner not to disturb the normal functions of the building, its users, ' employees, vendors, suppliers, contractors or related outside businesses during the work of this project. C. The Owner's principal representative on this project shall be Ethan Cozzens. ' D. Related conditions specified elsewhere: 1. Section 01010, Summary of Work. 2. Section 01040, Coordination. 3. Section 01060, Regulatory Requirements. ' 4. Section 01510, Temporary Utilities. ' . 1.02 CONTRACTOR'S USE OF PREMISES A. Contractor shall have access to the site of reroofing construction as required for the successful completion of the project, as arranged at the Pre -Construction Conference. B. Site area affected by construction access, construction activities, employee parking, material ' storage and trash removal areas is to be minimized. 1. Limits of site access shall be as determined at the Pre -Construction Conference. Trash removal dumpsters or roltoffs shall be limited to the southwest and northeast corners of the building, accessed off of the main parking lot. 2. Owner's access to non -affected areas of the site shall be maintained at all times. User and staff parking areas wilt .be maintained throughout the duration of the project, as determined at the Pre -Construction Conference. ' 3. Contractor parking shalt be limited to on -street parking on Raintree Drive. Contractors shall not use parking areas of the Senior Center. ' C. Access to areas of the existing facility affected by construction activities of the project is to be minimized. 1. Schedules for construction activities shall be submitted to the Owner for approval a minimum of seven (7) days prior to beginning work. ' 2. Access to areas of reproofing work shall be by ladder only. No access through the existing facility will be allowed. 3. Contractor shalt protect all existing exterior and interior materials and finishes as determined at the Pre -Construction Conference. Contractor shall repair or replace any ' existing materials.or finishes damaged as a part of this work at no cost to the Owner, including damage to adjacent properties. 4. Contractor shall provide daily cleaning of the site and areas of the existing facility during ' the period of construction activity, as specified in Section 01710. D. Contractor shall maintain access to all ground floor building entrances at all times. E. Contractor shall assume full responsibility for the protection and safekeeping of products under this Contract stored on the site and for completed work. ' F. Noise Control: Refer to Section 01560, Temporary Controls. G. Dust and Erosion Control: Refer to Section 01560, Temporary Controls. H. Construction Hours: Refer to Section 01560, Temporary Controls. 01046 - 1 ' Senior Center Reroof - 0843.03 I. Toilet Facilities: Refer to Section 01510, Temporary Utilities. 1.03 CONSTRUCTION STAGING A. Contractor shall provide a staging and phasing plan for the Owner's review and approval at the Pre - Construction Conference, including: 1. Major materials to be stored on the site. 2. Major equipment to be used in the work, with the proposed placement of this equipment during different phases of construction. 3. Proposed phasing or sequencing of construction on the site. B. Rooftop Staging: Contractor's use of the roof area for storage of demolished or new materials shall be limited by the structural capacity of the roof structure. END OF SECTION 01046 - 2 Senior Center Reroof - 0843.03 ' SECTION 01060 ' REGULATORY REQUIREMENTS ' PART 1 GENERAL 1.01 APPROVAL AND RECOMMENDATION AGENCIES ' A. The City of Fort Collins has jurisdiction for review and approval of the project, including but not Limited to, the following departments: 1. Building Inspection. B. Other entities having jurisdiction of this project, include but are not limited to: ' 1. Poudre Fire Authority. C. Codes which have been adopted by the City of Fort Collins applicable to the project include, but may not be limited to: ' 1. International Building Code, 2006 Edition. 2. International Energy Conservation Code, 2003 Edition. 3. National Electrical Code, 2005 Edition. 4. Fort Collins Non -Residential Energy Code. ' 5. Any other local, state or federal codes which are applicable. 6. In case of a conflict between referenced applicable codes, the one having the more ' D. stringent requirements shall govern. Related requirements or conditions specified elsewhere: 1. Section 01400, Quality Control: Quality control workmanship standards. 2. Section 01600, Material and Equipment: Quality of materials and equipment to be installed ' in the work. 1.02 COMPLIANCE WITH APPLICABLE LAWS ' A. In addition to any applicable regulations referenced elsewhere, all Contractors shall strictly adhere to all applicable federal and state laws, orders, and all applicable standards, regulations, interpretations or guidelines issued pursuant thereto, including but not limited to: ' 1. The Clean Air Act of 1970 as amended, requiring that federal assistance will not be given and that license or permit will not be issued to any activity not conforming to the State. implementation plan for national primary and secondary ambient air quality standards. ' 1.03 SAFETY OF LIFE, HEALTH AND PUBLIC WELFARE A. Contractor shall have sole responsibility for compliance on the job site with all applicable portions of the Williams -Steiger Occupational Safety and Health Act (OSHA) and compliance with the Equal Employment Opportunity Act (EEO). 1. Contractor shall fully comply with OSHA requirements for maintaining Material Safety Data Sheets (MSDS) on the site. ' B. Protection of life, health and public welfare as it relates to construction of the project is the responsibility of the Contractor. The Owner will not provide observation, inspection, supervision or ' any comment on plans, procedures or actions employed at the project as they relate to safety of life, health or public welfare. If conditions are imposed by the Owner which interfere with or imply actions detrimental to safety, written notice shall be returned to the Contractor for action prior to affecting any unsafe conditions. C. The Architect shall not have control or charge of, and shall not be responsible for, construction means, methods, techniques, sequences or procedures for safety precautions and programs in connection with the work, for the acts or omissions of the Contractor, subcontractors or any other persons performing any of the work or for the failure of any of them to carry out the work in 01060 - 1 ' Senior Center Reroof - 0843.03 � ,a 1.05 1 1 1 1 1 1 1 1 1 1 accordance with the Contract Documents. D. The Architect shall have no responsibility for the discovery, presence, handling, removal or disposal of or exposure of persons to hazardous materials in any form at the project site, including but not limited to asbestos, asbestos products, lead -based paint, polychlorinated biphenyl (PCB) or other toxic substances. Refer also to Section 02080, Hazardous Material Removal. LICENSES A. Refer to General and Supplementary Conditions. B. Contractor shall be responsible for meeting all contractor licensing requirements for the City of Fort Collins, including testing and fees as applicable. Contractor shall acquire and maintain all required licenses for the duration of the Project. PERMITS AND FEES A. Refer to General and Supplementary Conditions. B. Contractor shall be responsible for all permits, fees and inspections required by the regulatory agencies referenced above, including but not limited to: 1. Plan review fees. 2. Building permit fees. 3. Subcontractor fees. 4. Any other local or state permits or fees. 5. Capital expansion fees. C. Owner shall be responsible for the following permits, fees and inspections required by the regulatory agencies referenced above, including but not limited to: 1. None. D. The Contractor shall be responsible for applying for, and acquiring, all building permits, inspections and any other permits required for the construction of this project. END OF SECTION 01060 - 2 Senior Center Reroof - 0843.03 ISECTION 01070 ABBREVIATIONS PART 1 GENERAL 1.01 DEFINITIONS A. Wherever used in these Specifications or on the Drawings, the following abbreviations shall have the meanings indicated: AAMA American Architectural Manufacturers Association AASHTO AATCC American Association of State Highway Et Transportation Officials American Association of Text (Broadloom) Chemists and Colorists ACEC American Council of Engineering Companies ADA Americans with Disabilities Act AGC Associated General Contractors AIA American Institute of Architects AISC American Institute of Steel Construction AISI American Iron and Steel Institute ' AITC American Institute of Timber Construction ANSI American National Standards Institute ASHRAE American Society of Heating, Refrigerating and Air Conditioning Engineers ASME American Society of Mechanical Engineers ASTM American Society for Testing and Materials AWI Architectural Woodwork Institute Am American Welding Society AWWA American Water Works Association BHMA Builders Hardware Manufacturers Association BIA Brick Institute of America CDOT Colorado Department of Transportation CFR Code of Federal Regulations CISPI Cast Iron Soil Pipe Institute CPSC Consumer Product Safety Commission CRI Carpet and Rug Institute CRSI Concrete Reinforcing Steel Institute , �. CS EEI Commercial Standard Edison Electric Institute EPA Environmental Protection Agency FDA U. S. Food and Drug Administration FS Federal Specifications FSC Forest Stewardship Council GA Gypsum Association GANA HSA Glass Association of North America Historic Structure Assessment IBBM Iron Body, Bronze Mounted IBC International Building Code ICCEC International Code Council Electrical Code IEBC International Existing Building Code IECC International Energy Conservation Code IEEE Institute of Electrical and Electronics Engineers IESNA Illuminating Engineering Society of North America IIC Impact Isolation Class IMC International Mechanical Code 01070 - 1 ' Senior Center Reroof - 0141*01 SECTION 00300 ' B 11) YO M PAOJ CT : 3 i d 6126 ROOL O(J 'Pro jeut at EPIC and Senior Ce,aL;ir ' Addend'umn a Date I . In compliance with your Invitation to PO d dated 20 _ and ' subject to al l- conditions thereoF, i, Io undersigned a (Corporation, Limited Liability Company, Partnership, Joint Venture, or Sole Proprietor) aut,hortzed to do business in the State oj' Colorado hereby proposes to fur,',i.sh and do everythiny required by the Contract ' Documents to which this refers for the construction of all items listed on the fol l owi r,g Bid Schedule or P i d Schedul cs . ' 2. The undersi(fnod Bidder_ does hereby declare and 3L:9 pulaLe that this proposal is made in good faith, without collusion or connection with any other persona or persons Bidding +-or the same Work, and that it is made in pursuance of and subject to al.) the terms and conditions of the ' Invitation, to Bid and Instructions to Y.�.iddc.rs, the: Agreement, the detailed Specifications, and the Draw ngs pert ai.r,i nq to the Work to be done, all, of which have been examined by the undcrsi caned. ' 3. Accompanying this t3i-d is a c-rt.if _ or - cashier 's check or standard Bid bond in the sutra of ' ($ ) :i,ra accordance with the Ir,vAatioji 1`o kiid and Ii)str.uctions to Bidders. 4. The uradorsi-gn^d ?3 .ddc;r agrees to nx^c;.at o the ?Lgrecri of and a r'crf:oxmance 1 Bond and a Payment, Bond for the ,amount of the total- of this Bid within Ei_fteen (3.5) calendar days from the date when the written notice of the award of the contract is det.i_v^r^cj to him at the addre ss given on this ' Bid. The name and address of the corporate sun ety w.i th which the ri ddc o furnr proposes . ish t e s rcifi,ed performance and pa ment bonds is a follows: ' 5. All the vari ous phta_s. s of Work enum-oraLed in the Contract!-- Documents with their individual jabs and overhead, whether specifically mentioned, ' i-ncl_uded by impl_ _cation or appurtonani: ther?Lo, are to be performed by the CoJN'.i.3,ZAC*rol� under one of the i tea;:s 1 i sUed in the Il i.d Schedule, irrespective of whether it is named in said list. 6. Payment for Work performed will be in accordance with the PJ d Schedule or Bid Schedu.l. cs subject, to changes as pr-ovi-dod in the Contract, documents . ' 7. The, undersi-gnad Bidder hereby ac:know,l.-edgece- s rc-,ipt of Addenda No. thr o'uyi, I IRev 96120107 Sect, i.tan 00300 Page 1 IPC International Plumbing Code IRC International Residential Building Code ISA Institute Society of America IGCC Insulating Glass Certification Council LEED Leadership in Energy and Environmental Design LTTR Long -Term Thermal Resistance (R-Value) MBMA Metal Building Manufacturers Association MCC Motor Control Center MCIP Motor Control Instrument Panel MFMA Maple Flooring Manufacturers Association MSDS Material Safety Data Sheets MSL Mean Sea Level MSS Manufacturer's Standardization Society of the Valves and Fittings NAIMA North American Insulation Manufacturer's Association NBS National Bureau of Standards NEC National Electric Code NEMA National Electrical Manufacturers Association NFRC National Fenestration Rating Council NFPA National Fire Protection Association NFoPA NOFMA National Forest Products Association Natural Oak Flooring Manufacturers Association NPT National Pipe Thread NRC Noise Reduction Coefficient (Absorption/Reflection) ' NRS Non -Rising Stem NWFA National Wood Flooring Association NWMA National Woodwork Manufacturer's Association t OSHA PIMA Occupational Safety and Health Act Polyisocyanurate Insulation Manufacturer's Association RPM Revolutions per minute SDI Steel Deck Institute SHF State (of Colorado) Historical Fund SJI Steel Joist Institute SMACNA Sheet Metal and Air Conditioning Contractors National Association, Inc. SPRI Single-Pty Roofing Institute ' STC Sound Transmission Class (Barrier to Penetration) TCA Tile Council of America UBC Uniform Building Code UCBC Uniform Code for Building Conservation UFC Uniform Fire Code UL Underwriter's Laboratories UMC Uniform Mechanical Code UPC Uniform Plumbing Code USDA U. S. Department of Agriculture USGBC U. S. Green Building Council END OF SECTION 01070 - 2 Senior Center Reroof - 0843.03 SECTION 01200 IPROJECT MEETINGS PART 1 GENERAL ' 1.01 REQUIREMENTS INCLUDED A. Owner shall schedule and administer Pre -Bid and Pre -Construction Conferences. ' B. Contractor shalt schedule and administer periodic 0/A/C (Owner/Architect/Contractor) progress meetings and specially called meetings throughout progress of the work. 1. Prepare agenda for meetings and conduct meetings. ' 2. Record the minutes, including significant proceedings and decisions. 3. Reproduce and distribute copies of minutes within five (5) days after each meeting to all participants in the meeting and parties affected by decisions made at the meeting. 4. Prepare and regularly update an "open items" list to document and track required decisions and pending changes. C. Contractor shall schedule and administer pre -installation conferences and other meetings with subcontractors, suppliers and manufacturers technical representatives throughout progress of the work. D. Representatives of contractors, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. E. Owner's representative will attend meetings to ascertain that work is expedited consistent with Contract Documents and construction schedules. 1.02 PRE -CONSTRUCTION MEETING A. Owner shalt schedule and administer the Pre -Construction Conference within five (5) working days after the date of Notice to Proceed. B. Location: A central site, convenient for all parties, designated by the Owner. C. Attendance: 1. Owner's principal representative. 2. Architect, if requested. 3. Contractor's project manager and superintendent. D. Agenda: 1. Distribution and discussion of: a. Project construction schedules. b. Schedule of Values. C. Contractor's staging plan. 2. Critical work sequencing. 3. Major equipment deliveries and priorities. 4. Project coordination. a. Designation of responsible personnel. ' S. Procedures and processing of: a. Field decisions. b. Proposal requests. C. Submittals, shop drawings and samples. ' d. Change Orders. e. Applications for Payment. ' 6. Procedures for maintaining Record Documents. 7. Use of premises: a. Field office, work and storage areas. b. Owners use of site and grounds. 01200 - 1 Senior Center Reroof - 0843.03 8. Construction facilities, controls and construction aids. 9. Temporary utilities. 10. Safety and first -aid procedures. 11. Security procedures. 12. Housekeeping procedures. 13. Pending changes and substitutions by Change Order. 1.03 0/A/C PROGRESS MEETINGS A. Contractor shalt schedule and administer regular meetings as determined at the Pre -Construction Conference and specially called meetings as required by progress of the work. B. Location of the Meetings: As designated by Contractor and coordinated with the Owner's principal representative, normally the Contractors field office. C. Attendance: 1. Contractor's project manager and on -site superintendent. 2. Owner's principal representative. 3. Architect, if requested. 4. Subcontractors as appropriate to the agenda. 5. Others as appropriate. ' D. Suggested Agenda: 1. Review of work progress since previous meeting. 2. Field observations, problems and conflicts. 3. Revisions tothe construction schedule. 4. Progress and schedule during succeeding work period. 5. Review submittal schedules and expedite as required. 6. Maintenance of quality standards. 7. Pending changes and substitutions, with review of the proposed changes for: a. Effect on construction schedule and completion date. 8. Review of Contractor's application for progress/final payment. 9. Walk-through observation of the work in progress by the Owner's representative and Contractor. Subcontractors will only be involved in these walk-throughs as requested by the Owner. 1.04 PRE -INSTALLATION MEETINGS A. Contractor shall schedule and administer pre -installation conferences and other meetings with subcontractors, suppliers and manufacturer's technical representatives throughout progress of the work. B. Attendance: 1. Contractor's project manager and on -site superintendent. 2. Architect, as needed. 3. Subcontractors as appropriate. 4. Suppliers as appropriate. 5. Manufacturer's technical representatives as appropriate. C. Suggested Agenda: As determined by Contractor. END OF SECTION, 1 01200 - 2 Senior Center Reroof - 0843.03 . SECTION 01310 . CONSTRUCTION SCHEDULES PART GENERAL 1 1.01 REQUIREMENTS INCLUDED A. Contractor shall prepare and submit to the Architect and Owner estimated construction progress 1 schedules for the work with subschedules of related activities which are essential to its progress. B. Submit revised progress schedules periodically. C. Related requirements specified elsewhere: 1. General and Supplementary Conditions, and Conditions of the Contract: Liquidated Damages. 2.. Section 01027, Change Order Procedures: Requirements for documenting requests for time extensions due to weather. 3. Section 01040, Coordination. 4. Section 01200, Project Meetings. ' S. Section 01340, Shop Drawings, Product Data and Samples. 6. Section 01700, Contract Close -Out. 1.02 FORM OF SCHEDULES A. "critical Type: Schedules will be computer generated, using path" software subject to approval by the Owner. 1. Software shall indicate intermediate and final completion milestones. 2. Software shall indicate product data and shop drawing submittal dates, and indicate required ordering dates for long lead-time items. 3. Software shall be capable of automatically adjusting critical path entries. B. Prepare schedules in a continuous flow, both daily and weekly formats. 1. Provide separate horizontal bar for each trade, supplier or subcontractor. 2. Horizontal Time Scale: Identify the first workday of each week. 3. Minimum Size: 8-1/2" x 11". C. Format of Listing: Table of Contents of this project manual as a minimum. D. Format of Scheduling: Chronological order of the start of each item of work, using "critical path" method. ' E. Identification of Listings: By major Specification Section numbers as a minimum. 1. Listings shall be complete enough to include each item of work that is sizable enough to affect either the start of, or completion of, other areas of the work. ' 1.03 CONTENT OF SCHEDULES A. Construction Progress Schedule: 1. Indicate the complete sequence of construction by activity. 2. Indicate the dates for the beginning and completion of each major element of construction. 3. Indicate critical intermediate and.final completion milestone dates. 4. Indicate product data and shop drawing submittal dates, and required ordering dates for long lead-time items. 5. Indicate substantial completion, punch list completion, final completion and contract close-out dates. B. Final Completion Schedule: Contractor shall update the latest progress schedule through contract close-out. 01310 - 1 Senior Center Reroof - 0843.03 L-1 11 k C C. Float Time: The Contractor and Owner hereby agree that "float" time designed into the schedule is an asset to the Project, and not for the exclusive use or benefit of the Contractor or the Owner, unless otherwise specified in the General and Supplementary Conditions. D. Nothing in these requirements shall be deemed to be.a usurpation of the Contractor's authority and responsibility to plan and schedule the work as he sees fit, subject to all other requirements of the Contract Documents. 1.04 SUBMISSIONS A. Submit initial construction schedule within fifteen (15) days after Award of Contract. 1. Owner will review schedules and return review copy within ten (10) days after receipt, if modifications are required. 2. If required, resubmit within seven (7) days after return of review copy. B. Submit revised progress schedules with each Application for Payment indicating actual work progress in comparison to scheduled progress. C. Revised schedules shall be reviewed at each normally scheduled 0/A/C progress meeting, as set forth in Section 01200. D. Submit final schedule with contract close-out documentation. E. Claims for Weather -Related Contract Time Extensions: Refer to Section 01027 and General and Supplementary Conditions. F. Claims for Other Delays: Refer to General and Supplementary Conditions. 1.05 DISTRIBUTION OF SCHEDULES A. Distribute copies of the reviewed schedules to: 1. Job site file. 2. Owner's representative. 3. Architect. 4. Other concerned parties. B. Instruct recipients to report promptly to the Contractor in writing any problems anticipated by the projections shown in the schedules. END OF SECTION 01310 - 2 Senior Center Reroof - 0843.03 ISECTION 01340 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES PART GENERAL 1.01 REQUIREMENTS INCLUDED A. Contractor shall coordinate and submit shop drawings, product data, samples and other submittals required by the Contract Documents. B. Contractor shall review and approve shop drawings and submittals prior to transmittal to the C. Architect and Owner. Requirements and restrictions on resubmittals. D. Requirements for paper and/or electronic submittals. E. Related requirements specified elsewhere: 1. Conditions of the Contract: Definitions and additional responsibilities of parties. 2. Section 01040, Coordination. 3. Section 01200, Project Meetings. 4. Section 01310, Construction Schedules. 5. Section 01720, Project Record Documents. 1.02 SHOP DRAWINGS A. Shop Drawings: Drawings shall be presented in a clear and thorough manner, with sufficient detail and completeness to clearly illustrate all conditions of the specific installation. 1. Details shalt be identified by reference to sheet and detail shown on Contract Drawings. ' 2. Shop drawings shall be returned unreviewed if, in the opinion of the Architect, the drawings tack sufficient completeness or clarity to allow their review. B. Sheet Size: All shop drawings shall be 8-1/2" x 11", 11" x 17" or 24" x 36", except as restricted in paragraph 1.07 for electronic submittals. C. Quantity and Format: Unless otherwise directed by the Architect, provide four (4) reproducible and three (3) prints or copies. D. Cover Sheet: Each copy shall contain the Shop Drawing Identification Form, located at the end of this Section. E. Electronic Submittals: Refer to paragraphs 1.07 and 1.08 below. 1.03 PRODUCT DATA A. Preparation: 1. Clearly mark each copy to identify pertinent products or models. 2. Show performance characteristics and capacities. 3. Show dimensions and clearances required. B. Manufacturer's standard schematic drawings and diagrams: 1. Modify drawings and diagrams to delete information' which is not applicable to the work. 2. Supplement standard information to provide information specifically applicable to the work. C. Quantity and Format: Unless otherwise directed by the Architect, provide four (4) complete sets. D. Electronic Submittals: Refer to paragraph 1.07 below. 1.04 SAMPLES A. Office samples shall be of sufficient size and quantity to clearly illustrate: 1. Functional characteristics of the product with integral related parts and attachment 1 01340 - 1 Senior Center Reroof - 0843.03 i I 1 devices. 2. Full range of color, textures and pattern. B. Contractor shalt coordinate and submit all samples requiring finish, texture or color selection by the Architect so that these materials may be reviewed by the Architect as a complete package. The Architect reserves the right to withhold finish and color selections until all such samples have been submitted. C. Refer to paragraph 1.11 below for requirements related to return of approved samples. 1.05 CONTRACTOR RESPONSIBILITIES A. Contractor shall prepare and submit to the Architect a log of shop drawing, product data and sample submittals, indicating schedules for submission and review of individual products or equipment. B. Contractor shalt coordinate and make submittals promptly, in accordance with the approved submittal schedule. Neither the Owner nor Architect shall be responsible for delays in the work caused by the Contractor's failure to make submittals in a timely manner, the completeness and/or accuracy of such submittals, or failure to allow adequate time for review of submittals by the Architect. C. Contractor shalt review and approve shop drawings product data and samples prior to submission to Architect. Contractor shall determine and verify: 1. Quantities. 2. Field measurements and construction criteria. 3. Conformance with specified finishes and color selections. 1 4. Field construction criteria. 5. Catalog numbers and similar data. 6. Warranty coverages. 1 7. Conformance to requirements of Specifications. 8. Completeness of submittal and compliance with the requirements of this Section. D. Coordinate each submittal with requirements of the work and of the Contract Documents. Contractor shall coordinate submittals between related items of work prior to purchasing or fabricating. E. Review of shop drawings and submittals by the Architect/Engineer is only for general conformance with design intent of the project and general compliance with the information given in the Contract Documents. Contractor shall be responsible for meeting all requirements of the Drawings and/or Specifications, whether noted in the Architect/Engineer review or not. 1. Contractor's review "stamp" language shall not waive or alter this responsibility. F. Notify the Architect/Engineer in writing at time of submission of -any deviations in the submittals from requirements of. the Contract Documents. The Contractor must submit in writing any requests for modifications to the Drawings and Specifications. Shop drawings submitted to the Architect/Engineer for this review do not constitute "in writing" unless it is noted that specific 1 changes are being requested. Changes by means of shop drawings become the sole responsibility of the Contractor. G. Electronic Submittals: Refer to paragraphs 1.07 and 1.08 below. H. Begin no fabrication or work which requires submittals until return of submittals with Architect/Engineer approval. 1.06 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. Number of submittals required: 1. Shop Drawings: As specified in paragraph 1.02.C. 2. Product Data: As specified in paragraph 1.03.C. 3. Samples: Submit one sample or set of samples of each item requested. 01340 - 2 Senior Center Reroof - 0843.03 1 4. The Architect reserves the right to withhold review and approval of submittals until all required copies have been furnished. C. Submittals shall contain the following information, to be completed on the attached Shop Drawing Identification Form: 1. Date of submission and the dates of any previous submissions. 2. Project title and number. 3. Names of: a. Contractor. b: Supplier or Subcontractor. 4. Field dimensions clearly identified as such. 5. Relation to adjacent or critical features of the work or materials. 6. Applicable standards such as UL, ASTM or Federal Specification numbers. 7. Identification of any deviations from Contract Documents. 8. Certification signatures and 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 of the Contract Documents. 1.07 ELECTRONIC SUBMITTALS A. General: Contractor and/or Subcontractors may submit product data and shop drawings electronically to the Architect, upon written request. B. Electronic submittals shall conform to the same content, clarity, format, completeness and other requirements as specified above for paper submittals, except as follows: 1. Quantity: One (1) electronic submittal. 2. Sheet Size for Submittals: 11" x 17" maximum. 24" x 48" or larger drawings for shop drawings will not be accepted. 3. Clarity: Architect/Engineer reserves the right to reject electronic submittals if they are illegible when printed. C. Submittals requiring color and/or finish selections will not be accepted electronically. Separate color and/or finish samples or selection sheets shall be submitted separately from the electronic product data submittal. D. Contractor's Responsibility: Since scans of electronic shop drawings and product data submittals will only be made in black and white, the Contractor shall assume full responsibility for ensuring that Architect/Engineer modifications are accurately translated into the fabrication and construction process. 1.08 USE OF ARCHITECT'S AND ENGINEER'S ELECTRONIC FILES A. General: Contractor and/or Subcontractors may use the Architect's electronic CAD files for ' preparation of shop drawing submittals, upon written request. B. Architect will require a release form to be signed and returned prior to release of any electronic files, waiving liability for any use the Contractor or Subcontractor makes of the electronic files: C. Architect wilt require payment of a flat service fee plus a use fee for each sheet of Drawings ' requested. Payment of fees are required prior to release of any electronic files. 1.09 ARCHITECT RESPONSIBILITIES ' A. Upon receipt, Architect shall evaluate submittals for completeness, conformance to requirements of the Specifications, and to verify that Contractor has reviewed and approved the submittal.. If ' the Architect determines that the submittal is incomplete or has not been properly reviewed and approved by the Contractor, the submittal shalt be returned to the Contractor without further review. Also refer to paragraph 1.05.C. 0134b - 3 Senior Center Reroof - 0843,03 1 B. Architect shalt review submittals in a timely manner, in accordance with the requirements of General and Supplementary Conditions, but shall require a minimum of ten (10) working days for review. C. Architect's review shall be for general compliance with the requirements of the Contract Documents. This review shall not include: 1. Verification of field measurements. ' 2. Verification of quantities. 3. Material Safety Data Sheets (MSDS). D. Architect shalt return submittals to the Contractor, with stamp indicating approval, rejection, required revisions, or description of requirements for resubmittat, if applicable. 1. Architect shall not return more than two (2) copies of submittals to the Contractor. E. Unless the Architect has required that a submittal be resubmitted, the Architect/Engineer shall F. review each product submittal or shop drawing only once. Also refer to paragraph 1.11 below. Architect shalt retain one (1) copy for of submittals the Owner. 1.10 REQUIRED SHOP DRAWING, PRODUCT DATA AND SAMPLE SUBMISSIONS A. Provide complete information for products specified in individual Sections of these Specifications. 1.11 RESUBMISSION REQUIREMENTS A. General: If, initial after review by the Architect, a submittal is required to be resubmitted by the Architect/Engineer, the Contractor shall make any corrections or changes in the submittals required by the Architect/Engineer and resubmit until approved. Resubmittats may be required for I the following reasons: 1. Incomplete or unclear submittals, or submittals which have not first been reviewed and approved by the Contractor. ' 2. Lack of required number of copies of product data or shop drawings. 3. Extent of the revisions necessary in the submittal to meet the design intent and to be properly reviewed. 4. Materials and/or fabrication details that do not meet the design or.technical requirements 1 of the specifications. B. Shop Drawing and Product Data: Revise initial drawings or data and resubmit as specified for the initial submittal. Identify any revisions made. C. Samples: Submit new samples as required for initial submittal. 1.12 DISTRIBUTION REQUIREMENTS ' A. Contractor shall distribute reproductions of shop drawings and copies of product data which carry the Architect/Engineer stamp of review to: 1. Jobsite file. 2. Record Documents file. I 3. Subcontractors. 4. Supplier or fabricator. 1 B. Architect shall distribute returned copies of shop drawings and product data to the Owner's representative. 1.13 RETURN OF SUBMITTALS ' A. Samples: If samples submitted for approval in compliance with paragraph 1.04 above are to be returned, Contractor shall indicate this requirement with the sample submittal information. B. Upon approval of such sample(s), Contractor shalt be responsible for picking them up at the Architect's office. If requested, the Architect shall arrange for shipping them back to the supplier or manufacturer, upon receipt of shipping fees in advance or upon receipt of the Contractor's shipping account number. 01340 - 4 Senior Center Reroof - 0843.03 t 1 1 1 1 1 1 1 SHOP DRAWING IDENTIFICATION FORM DATE: PROJECT: ARCHITECT: Aller•Lingle -Massey Architects P.C. 712 Whalers Way, Suite B-100 Fort Collins, CO 80525 (970) 223-1820 CONTRACTOR: Name: Address: Phone: SUPPLIER OR SUBCONTRACTOR: Name: Contact Person: Address: Phone: PRODUCT(S): SPEC. SECTION(S): CERTIFICATION OF REVIEW: I (We) hereby certify that the product or material covered by this submittal has been reviewed for compliance with the applicable Section(s) of these Specifications, as well as Section 01340, and is in compliance with all specified requirements, including warranty coverages. Contractor Signature *STAMP* Supplier/Subcontractor Signature END OF SECTION 01340 - 5 Senior Center Reroof - 0843.03 I S`"E' " U ' 'L. EPIC Lump Sum 1. Alternate to add I" ISO i-nsul-ati-on above cxistinq ISO jilsalation. Z. Alternate to add 1-JIL)M over sma3l mcchani cal roof 3. Unit price to replac-e alL ikylights 4. Unit prtc,e to r4eplace damaged ISO. 5. Unit pxj,ce f or Detail ADJ .0 parapet cap 1jash: Mq ISenior Ciamntcjr Lump S'UM 1. Alternate for 20 year watc---r 1--tght, "NDL," No I)oJJa-,c f.jin-it, Mzinufactor cy 2. Alternate for 25 year water tight, I NT)],," No Dc)IIiT, Marn-ifacl-iircr. Warranty. 3. Alternate to use fnvinsa 3oard over the rigid insulation. 4. Unit px-j,ce 1,or t3,A parapet, cap 5. Unit price for 9.2 prof in-ished ridge/h-ip Sh nn.I es, Ay- r- r. ry-A eA ' �;� �-� Cv ��rcvc�c,� S� � U ZZ Lump sum total for XpjC and Sonjor . Conter F I In 1 9. PRICES $ -S.c& 'LF 1�p - $-2'.1 P6 sk� Miqo The foregoing pric-es shal-I tnclude at]_ Labor, materi-als, transportation, shoring, re'r1ova-1, dc-.'etcringy, ovorboad, profit, Jinst3rance, etc., to cover the comvlete Work Jr, T)Jacc of the several kinds called for. IRev 10120107 Section 00300 Page 2 1 I 1 SECTION 01370 ' SCHEDULE OF VALUES PART GENERAL I1.01 REQUIREMENTS INCLUDED A. Contractor shall submit to the Owner a Schedule of Values allocated to the various portions of the ' work. Upon request of the Architect, support the values with data which will substantiate their correctness. B. C. Schedule of Values shall be used only as the basis for the Contractor's Applications for Payment. Related requirements specified elsewhere: 1. Conditions of the Contract. 2. Section 01026, Application for Payment. ' 1.02 FORM AND CONTENT OF SCHEDULE OF VALUES A. Schedule of Values shall be submitted to the Architect within fifteen (15) days of Award of Contract. B. Format. Contractor's standard forms or computer printouts. Identify schedule with: 1. Title of project and location. 2. Architect and project number. 3. Name and address of Contractor. 4. Contract designation. S. Date of submission. ' C. Schedule shall list the installed value of the component parts of the work in sufficient detail to serve as a basis for computing values for progress payments during construction. 1. List separately the costs associated with the materials and labor for each component part of the work. D. Basis: At a minimum, the Table of Contents of this Project Manual shall be used as,the format for listing component items. Contractor may include additional listings at their option. 1. Identify each line item with the number and title of the respective major section of the Specifications. 2. Contractor's overhead and profit shall be listed as a separate line item. 3. Contractor's contingency, if required by the General or Supplementary Conditions, shall be listed as a separate line item. 4. Mechanical and Electrical: Provide separate line items for rough -in and finish work for all plumbing, mechanical and electrical work. . E. For each major line item, list subvatues of major products or operations under the item. F. The sum of all values listed in the schedule shall equal the total Contract Sum END OF SECTION 1 01370-1 Senior Center Reroof - 0143,03 SECTION 01380 ' CONSTRUCTION PHOTOGRAPHS PART 1 GENERAL I1.01 REQUIREMENTS INCLUDED A. Furnish digital photographs taken at the specified stages during construction in accordance with provisions of this Section and other applicable Sections. B. Provide photographs in electronic formats as specified. ' C. Related requirements specified elsewhere: 1. Section 01720, Project Record Documents. 1.02 SUBMITTALS A. Except as otherwise noted, submit one (1) CD of all digital photographs. 1.03 QUALITY ASSURANCE A. Digital construction photography shall be taken by personnel of the Contractor, skilled and experienced in construction photography of the quality required. ' B. Digital camera(s) used shall be 6 mega pixel resolution or greater. PART 2 PRODUCTS 2.01 CONSTRUCTION PHOTOGRAPHS . A. Compact Disks (CDs): All photographs shall also be collected on 5" diameter CDs. B. Labeling: 1. CDs: On the'face of each CD, label the CD with the following: ' a. Job name. b. Photograph numbers included on the CD. PART 3 EXECUTION 3.01 CONSTRUCTION PHOTOGRAPHY rA. General: Make each photograph clear, in focus, with high resolution and sharpness, and with minimum distortion. B. Except as otherwise specifically approved by the Architect, take the photographs within three (3) calendar days of the date of the Contractor's application for progress payment. 1. To the maximum extent practicable, make photographs at approximately the same time of day throughout progress of the Work. 2. When inclement weather is anticipated, consult with the Owner and determine acceptable alternative arrangements. C. Except as otherwise specifically approved by the Owner, take the photographs from three (3) ' separate locations around the Work. 1. Select the locations to provide diversified overall views of the Work, from positions which are expected to remain accessible throughout progress of the Work. 1 - 01380-1 Senior Center Reroof - 0843.03 2. Identify each location by word description, by marked drawing or by such other means as acceptable to the Architect, to enable future photographs to be taken from the same position. END OF SECTION 01380-2 Senior Center Reroof - 0843.03 ISECTION 01400 ' QUALITY CONTROL ' PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED ' A. General quality control of the materials, equipment and labor for the project. B. Manufacturer's field services, support, and testing requirements. C. Related requirements specified elsewhere: ' 1. Section 01060, Regulatory Requirements: Minimum Building Code standards and applicable laws. 2. Section 01600, Materials and Equipment: Quality of materials and equipment to be installed in the work. 1.02 QUALITY ASSURANCE ' A. Manufacturers: Where two or more units of the same class of fixture or equipment are required, these shall be the products of a single manufacturer. However, the component parts of the system need not be the products of the same manufacturer, unless otherwise specified. ' 1.03 QUALITY CONTROL AND WORKMANSHIP STANDARDS A. Maintain quality control over suppliers, manufacturers, products, services, site conditions and workmanship to produce work of specified quality. B. Comply with industry standards, except when more restrictive tolerances or specified requirements indicate more rigid standards or more precise workmanship. C. Comply with applicable Building Codes, except when specified materials, equipment, systems, tolerances or workmanship requirements indicate more rigid or restrictive standards. 1. Applicable codes are considered to be only minimum standards. D. Contractor and Subcontractor Qualifications: Perform work by persons qualified to produce ' workmanship of specified quality. 1. Subcontractors shall be certified by the manufacturer as an approved installer, specified in specific Sections. ' 2. Refer to Sections 01010 and 01041 for other qualification requirements. 1.04 MANUFACTURER'S INSTRUCTIONS A. When required by individual Specifications section, submit manufacturer's printed instructions in the quantity specified for delivery, storage, assembly, installation, startup, adjusting and finishing. B. Comply with manufacturer's instructions in full detail. Include each step in sequence. Should instructions conflict with Contract Documents, request clarification from Architect/Engineer before proceeding. C. When required by individual Specification section, submit manufacturer's written maintenance instructions for the Owner's use after occupancy. ' 1.05 MANUFACTURER'S CERTIFICATES 1 A. When required by individual Specifications section, submit manufacturer's certificate, in duplicate, that products meet or exceed specified requirements. D 01400 - 1 ' Senior Center Reroof - 0843.03 1.06 MANUFACTURERS' FIELD SERVICES A. When specified in respective Specifications section, require supplier and manufacturer to provide qualified personnel to observe field conditions, installation and workmanship, as applicable and to . make appropriate recommendations. B. Representative shalt submit written report to the Owner listing observations and recommendations. END OF SECTION 01400 - 2. Senior Center Reroof - 0843.03 SECTION 01510 ' TEMPORARY UTILITIES PART 1 GENERAL ' 1.01 REQUIREMENTS INCLUDED A. Furnish, install and maintain. temporary utility services required for construction. Remove upon ' completion of work. B. Furnish, install and maintain temporary sanitary facilities for use by construction personnel. Remove upon completion of work. ' C. Related requirements specified elsewhere: 1. Section 01060, Regulatory Requirements. 2. Section 01530, Barriers and Enclosures. 3. Section 01560, Temporary Controls. ' 4. . Sections 01710, Cleaning and 01715, Waste Removal and Recycling: Trash removal during construction. ' 1.02 REQUIREMENTS OF REGULATORY AGENCIES A. Comply with the current editions of all applicable building codes. Refer to Section 01060. B. Comply with applicable federal, state and local codes and regulations. ' C. Comply with applicable utility company requirements. 1.03 UTILITY FEES A. Utility charges and expenses for temporary construction usage for the following shall be paid by the Owner, unless indicated otherwise: 1. Temporary electricity. ' 2. Temporary construction water. B. Utility charges and expenses for temporary construction usage for the following shall be paid by the Contractor, unless indicated otherwise: 1. Installation or connection charge for temporary electricity, water, natural gas or propane service. 2. Temporary sanitary facilities. 3. Temporary local and long-distance telephone, including cellular. 4. Temporary heat and ventilation, including the cost of fuel used during construction, if applicable. PART 2 PRODUCTS 2.01 MATERIALS ' A. General: Materials for temporary construction uses may be new or used but must be adequate in capacity for the required usage, must not create unsafe conditions and must not violate requirements of applicable codes and standards. 2.02 TEMPORARY ELECTRICITY AND LIGHTING A. Contractor shall provide and maintain, at his own expense, temporary electrical power.service to the site of construction. 1. Contractor may utilize existing 120/240V power service in the existing facility. 01510 - 1 Senior Center Reroof - 0843.03 ' 2.03 TEMPORARY HEAT AND VENTILATION A. No temporary heating is anticipated. 2.04 TEMPORARY TELEPHONE SERVICE ' A. Telephones within the existing facility shall not be used by construction personnel during the construction period. 2.05 TEMPORARY WATER A. , Contractor may utilize existing water service in the existing facility. ' 2.06 TEMPORARY SANITARY FACILITIES A. Contractor shall provide sanitary facilities for use by construction personnel in compliance with ' current laws and regulations locate to rear side of building. 1. Service, clean and maintain facilities and enclosures in accordance with local governing health agencies. ' B. Toilet facilities within the existing facility shall not be used by construction personnel during the construction period. PART 3 EXECUTION 3.01 INSTALLATION AND OPERATION A. General:. Install and maintain temporary utility services in accordance with requirements of applicable federal, state and local codes and regulations, and applicable utility company requirements. B. Maintain and operate systems to assure continuous service. 3.02 INTERRUPTION OF EXISTING UTILITY SERVICES A. Interruption of the existing building's utility services shall be scheduled with and subject to the approval of the Owner seven (7) business days prior to the interruption. 3.03 REMOVAL A. Completely remove temporary materials and equipment when use is no longer required, or upon ' completion of the work. B. Clean and repair damage caused by temporary installations or use of temporary facilities. C. Restore permanent facilities used for temporary construction services to original or specified condition. END OF SECTION 01510 - 2 Senior Center Reroof - 0143.03 SECTION 01520 ' CONSTRUCTION EQUIPMENT AND AIDS PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED ' A. Furnish and maintain required construction equipment. B. Furnish, install and maintain required construction aids and remove upon completion of work. C. Related work specified elsewhere: Section 01046, Access to Site. 2. Section 01510, Temporary Utilities. I. Section 01530, Barriers and Enclosures. 4. Section 01560, Temporary Controls. PART 2 PRODUCTS ' 2.01 MATERIALS A. General: Equipment and construction aids for temporary construction uses may be new, used or rental equipment, suitable for the intended purpose, but must not violate requirements of applicable codes and standards. 2.02 CONSTRUCTION EQUIPMENT ' A. Provide construction equipment re required b specific sections of the Specifications q Y p p cations or as necessary to facilitate execution of the work, including but not limited to: ' 1. Miscellaneous hand tools. 2. Miscellaneous power tools. 3. Goggles, masks, hardhats and other personal safety equipment. 4. Cranes, forklifts and other material handling equipment. 5. Air compressors. 6. Portable electrical generators. 7. Other equipment as required. ' 2.03 CONSTRUCTION AIDS ' A. Provide construction aids and temporary equipment required by personnel to facilitate execution of the work. Refer to respective Sections of the Specifications for the particular requirements of each trade, including but not limited to: 1. Staging, ladders and platforms. 2. Hoists, platform lifts and chutes. 3. Drop cloths and other protective materials. 4. Portable space heaters. 5. Other facilities as required. 1 01520 - 1 1 Senior Center Reroof - 0843.03 1 1 1 1 PART 3 EXECUTION 3.01 PREPARATION A. Consult with the Owner, review site conditions and other factors which affect construction procedures and construction aids, including adjacent properties and public facilities which may be affected by execution of the work. B. Comply with applicable requirements specified in Division 7. C. Relocate construction aids as required by progress of construction, by storage or work requirements and to accommodate legitimate requirements of other subcontractors employed at the site. 3.02. REMOVAL A. Completely remove temporary materials, equipment and services: 1. When construction needs can be met by use of the permanent construction; or 2. At completion of the project. B. Clean and repair damage caused by installation or by use of temporary facilities. C. Restore permanent facilities used for temporary purposes to specified condition. Senior Center Reroof - 0843.03 END OF SECTION 01520 - 2 ISECTION 01530 BARRIERS AND ENCLOSURES PART GENERAL 1.01 REQUIREMENTS INCLUDED A. Furnish, install, and maintain temporary construction barriers and enclosures. B. Related work specified elsewhere: 1. Section 01030, Alternates. ' 2. Section 01046, Access to Site. 3. Section 01060, Regulatory Requirements. 4. Section 01510, Temporary Utilities. 5. Section 01520, Construction Equipment and Aids. 6. Section 01560, Temporary Controls. PART 2 PRODUCTS 2.01 TEMPORARY CONSTRUCTION BARRIERS AND ENCLOSURES ' A. General: Provide and maintain for the duration of construction all scaffolds, tarpaulins, canopies, warning signs, steps, platforms and other temporary construction necessary for proper completion of the work, incompliance with applicable safety and other regulations. 2.02 MISCELLANEOUS TEMPORARY ROOF CLOSURES A. Provide temporary weathertight enclosure of exterior roof for successive areas of the building as work progresses to provide acceptable working conditions, provide weather protection for materials, allowing for effective temporary heating and to prevent entry of unauthorized persons. 1. Enclosures shall be removable as necessary for work and for handling of materials. 2. Provide enclosures for protection of areas designated for use by Owner during construction. Refer to Section 01046, Access to Site. 2.03 WASTE REMOVAL CHUTES A. Contractor shall erect and maintain a temporary waste removal chute to convey waste materials from areas of work to the ground level collection area. ' 1. Sonotube-type concrete pier forms or other suitable material approved by the Architect and Owner. B. Chute shall be attached to the building so as not to damage or mar materials or finishes. ' C. Promptly remove temporary chute upon completion of work and restore materials and finishes to original condition. Contractor shall repair or replace any existing materials or finishes damage as a part of this work at no cost to the Owner. 1 - END OF SECTION 01530 - 1 Senior Center Reroof - 0143,03 u Bidder ackjjow-Ic(3g(.---,,; that the OWNj:j,' 1)0,1; the rjqhL to dcictc in the Bid or change quantities at his sole discretion without affecting the Agreement or prices of aj)y -item so 3am) as the del EAL-jor, or change does not oxcood twonty-fi.v-- percent (25%) of tho total Agrc.e-mcnt R,SPFC'rFU.F,TY SU8Mj'rTFD: C 0 NTJ z. 7-1 CT91" f -.Ij —. d_Z Signalure Date J,!.ccT,P.o Nimbor (If .......... 0' HEATHER A. SHULL (Seal i-1- 8i.d i.s by Corporation) 0 f NQiARe PUBLIC STATE Of - CRADO 0 Attest 0, L)LU0 Add-r. T css L=4� I qq5- LIn! Is Expires —PT- Commerc'e-- C101,Co- Telephone L3 2- gs- I I IRev i W2010 7 Section 00300 Page 3. I ISECTION 01560 I TEMPORARY CONTROLS PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED ' A. Furnish, install and maintain temporary facilities required for dust, pollution control. B. Implement and maintain temporary controls required for noise and construction work hours limitations. ' C. Related requirements specified elsewhere: 1. Section 01040, Coordination. 2. Section 01046, Access to Site. 3. Section 01510, Temporary Utilities. ' 4. Section 01530, Barriers and Enclosures: Cold -weather construction enclosures. ' PART 2 PRODUCTS 2.01 MATERIALS ' A. General: Materials for temporary controls may be new or used, but must be adequate in capacity for the required usage, must not create unsafe conditions and must.not violate requirements of applicable codes and standards. 2.02 DUST CONTROL A. Furnish and maintain such facilities or procedures as may be necessary to prevent air -borne dust ' generated by the construction activities of this project from affecting either the Owner's use of this site or neighboring properties. Implementation of such requirements will be at the sole discretion of the Owner. ' 2.03 POLLUTION CONTROL A. Contractor shall take all necessary precautions to prevent spilling or littering of water -polluting ' substances. Do not allow any foreign materials to be dumped into any portion of the sewer or storm drainage collection system or into any water runoff collection basin. The Contractor shall be responsible for all labor, equipment and materials necessary to remedy any such pollution as ' deemed appropriate by governing agencies with such jurisdiction. B. No burning of debris or any other air -polluting methods or equipment will be allowed. All motorized equipment shall be adjusted to minimize exhaust pollution. ' C. Contractor shall prevent fumes from roofing materials and equipment from being drawn into the existing facility's air intake system. Equipment shutdowns shall be scheduled as specified in Section 01040. IPART 3 EXECUTION ' 3.01 GENERAL A. Construction Work Hours: Construction activity will be limited to 7:00 a.m. to 5:00 p.m. Monday through Saturday during the construction period, except as limited in paragraphs 3.01.6. and 3.02. 1 01560 - 1 Senior. Center Reroof - 0843.03 Sunday or holiday construction will not be allowed. B. Specific activities that may limit the Contractor's working hours, if applicable, shall be determined at the Pre -Construction Conference. These include, but may not be limited to: 3.02 NOISE CONTROL A. Construction activities that generate noise in excess of 85 db shall be limited to hours as established at the Pre -Construction Conference. 1. Prohibited after 5:00 p.m. every weekday. 2. Prohibited on Saturdays, Sundays and holidays. END OF SECTION 01560 - 2 Senior Center Reroof - 0843.03 ISECTION 01600 MATERIAL AND EQUIPMENT PART GENERAL ' 1.01 REQUIREMENTS INCLUDED A. Material and equipment incorporated into the work: ' 1. Conform to applicable specifications and standards. 2. Comply with size, make, type and quality specified, or as specifically approved in writing by the Architect/Engineer. t 3. Manufactured and Fabricated Products: a. Design, fabricate and assemble in accordance with the best engineering and shop practices. ' b. Manufacture like parts of termination bars or other duplicate units to standard sizes and gages to be interchangeable. C. Two (2) or more items of the same kind shall be identical 'by the same manufacturer. ' d. Products shall be suitable for service conditions. 4. Do not use material or equipment for any purpose other than that for which it is designed or specified. B. Provide specified maintenance materials, equipment and tools to the Owner at the completion of the project. C. Related requirements specified elsewhere: 1. Conditions of the Contract. ' 2. Section 01010, Summary of the Work. 3. Section 01040, Coordination. 4. Section 01340, Shop Drawings, Product Data and Samples. ' 5. Section 01400, Quality Control. 6. Section 01710, Cleaning. 7. Section 01730, Operating and Maintenance Data. ' 1.02 MANUFACTURER'S INSTRUCTIONS ' A. When Contract Documents require that installation of work shall comply with manufacturer's printed instructions, contractor shall obtain and distribute copies of such instructions to parties involved in the installation, including two (2) copies to the Owner. 1. Maintain one (1) set of complete instructions at the job site during installation and until completion. ' B. Handle, install, connect, clean, condition and adjust products in strict accordance with such instructions and in conformity with specified requirements. 1. Should job conditions or specified requirements conflict with manufacturer's instructions, ' consult with Architect for further instructions. Do not proceed with work without clear instructions. C. Perform work in accordance with manufacturer's instructions. Do not omit any preparatory step or ' installation procedure, unless specifically modified or exempted by Contract Documents. 1.03 TRANSPORTATION AND HANDLING A. Arrange deliveries of products in accordance with construction schedules, coordinate to avoid conflict with work and conditions at the site. 11 01600 - 1 Senior Center Reroof - 0843,03 1. Deliver products in undamaged condition in manufacturer's original containers or packaging with identifying labels intact and legible. 2. Immediately upon delivery, inspect shipments to assure that materials and equipment are ' in compliance with approved submittals, required quantities have been provided and that products are property protected and undamaged. ' B. Provide equipment and personnel to handle products by methods to prevent soiling or damage to products or packaging. C. Recycle shipping cartons, pallets and other packaging materials. Refer to Sections 01714 and 01715. 1 1.04 STORAGE AND PROTECTION ' A. Preparation for Shipment. 1. Prepare in a manner to facilitate unloading and handling. 2. Provide skids, boxes, crates or other effective shipping devices to protect materials against damage from rough handling, moisture, dust, excessive heat or cold. ' 3. Protect painted surfaces against impact, abrasion, discoloration and other damage. 4. Tag or mark each item as identified in the delivery schedule or on the shop drawings. Package or bundle items consisting of multiple similar pieces. Tag or mark the package or bundle. 5. Include complete packing lists or bills of material with each shipment. 6. Do not ship equipment requiring cranes or special equipment for unloading or handling without notice or until Contractor is prepared to receive and care for it properly. B. Store products in accordance with manufacturer's instructions, with seals and labels intact and legible. 1. Store products subject to damage by the elements in weathertight enclosures. 2. Maintain temperature and humidity within the ranges required by manufacturer's ' instructions. C. Exterior Storage: 1. Store fabricated products above the ground on blocking or skids. Prevent soiling or ' staining. Cover products which are subject to deterioration with impervious sheet coverings. Provide adequate ventilation to avoid condensation. 2. Store wood and wood products above the ground on blocking or skids, and cover to protect from weather exposure. D. Arrange storage in a manner to provide easy access for inspection. Make periodic inspections of stored products to assure that products are maintained under specified conditions and free from ' E. damage or deterioration. Protection after Installation: 1. Protect materials, fixtures and equipment with original protective wrappings until Substantial Completion of the project, as specified in individual Sections, to include but not be limited to: ' a. Factory -finished wood doors. b. Custom cabinetry, casework and countertops. ' C. Carpeting and hard surface flooring. d. Toilet and bath fixtures and faucets. e. Finish hardware items. 2. Provide substantial coverings as necessary to protect installed products from damage from ' traffic and subsequent construction operations. Remove when no longer needed. 1.05 SUBSTITUTIONS AND PRODUCT OPTIONS ' A. Products List: 1. Within thirty .(30) days after Award of Contract, submit to Architect a complete list of major products proposed to be used with the name of the manufacturer and the installing 01600 - 2 ' Senior Center Reroof - 0843.01 u Subcontractor. B. Contractor's Options: ' 1. For products specified only by reference standard, select any product meeting that standard. 2. For products specified by naming several products or manufacturers, select anyone of the products or manufacturers named which complies with the specifications. ' 3. For products specified by naming one or more products or manufacturers and "or equal", Contractor shall submit a request for substitutions of any product or manufacturer not specifically named. When the phrase "equal approved prior to bidding' is used, ' consideration of equals will not be made after Bid Opening, except as allowed in paragraph 1.05. D. below. 4. Naming approved manufacturers does not relieve the Contractor from meeting all specification requirements. 5. For products specified by naming only one product and manufacturer, there is no option. 6. Manufacturer's material or equipment listed in Schedules, Specifications or on the Drawings are types to be provided for establishment of size, capacity, grade and quality. If other ' acceptable manufacturers are used, cost of any change in construction required by their use shall be borne by the Contractor. C. Substitutions during Bidding: ' 1. For the period up to nine (9) working days before the Bid Date, Architect/ Engineer will consider written requests from Contractors for substitution of products. 2. Submit a separate request for each product supported with complete data with drawings and samples as appropriate, including: ' a. Comparison of the qualities of the proposed substitution with that specified. b. Changes required in other elements of the work because of the substitution. C. Effect on the construction schedule. ' d. Cost data comparing the proposed substitution with the product specified. e. Any required license fees or royalties. f. Availability of maintenance service and source of replacement materials. 3. Architect.and Owner's representative shall judge the acceptability of the proposed ' substitution and respond to the Contractor in writing by addenda, provided the request for substitution has been made in accordance with the requirements listed above. Requests made after this timeline will not be responded to by addenda; any use of these products will be at the sole risk of the Contractor. 4. Requests for substitutions received later than the deadline stipulated above will not be considered. D. Substitutions after Contract Award: Substitutions after contract award wilt only be allowed where the specified products are no longer available, or where lead times in fabrication and delivery will affect the construction schedule, unless otherwise allowed in the General and Supplementary Conditions. ' 1. Submit a separate request for each product supported with complete data with drawings and samples as appropriate, including: a. Written documentation from the subcontractor or supplier that all allowable, ' approved manufacturers of a specific product are no longer available, or that the use of such products will adversely affect the construction schedule. Also refer to subparagraph 1.05. E. below. b. All other data specified for substitution requests in paragraph 1.05.C. above. C. Additional cost of a specified material or the proposed substitution shall not.be a criteria for reviewing a substitution after contract award. 2. Failure by the Contractor to order materials or equipment in a timely manner will not be ' grounds for approving a substitution request under this paragraph. 3. Contractor shall use any approved equal material or equipment at no additional cost to the Owner if the material or equipment used in his Bid is unavailable or causes undue delay in ' fabrication or delivery. 01600 - 3 ' Senior Center Reroof - 0143.03 E. Contractor's Representation: A request for a substitution constitutes a representation that the Contractor: 1. Has investigated the proposed product and determined that it is equal to or superior in all respects to that specified. 2. Will provide the same warranties or bonds for the substitution as for the product specified. 3. Will coordinate the installation of an accepted substitution into the work and make such other changes as maybe required to make the work complete in all respects. 4. Waives all claims for additional costs, under his responsibility, which may subsequently become apparent. F. Architect and Owner will review requests for substitutions with reasonable promptness and notify Contractor in writing of the decision to accept or reject the requested substitution. 1.06 MAINTENANCE MATERIALS A. Furnish to the Owner at the completion of the work all maintenance materials, equipment and tools specified in respective Sections of these Specifications. B. Materials specified for. the Owner's maintenance stock shall not be used by the Contractor for replacement of defective or damaged materials during the course of construction or to remedy any defect in workmanship caused by the Contractor's own forces or his subcontractors. Maintenance ' materials may be used, with the written permission of the Owner, to replace materials damaged during construction as a result of vandalism or natural causes. C. Contractor shall certify in writing that all specified maintenance materials have been furnished and turned over to the Owner's representative or delivered to the location on the site directed by the Owner. ' PART 2 PRODUCTS 2.01 MATERIALS ' A. General: Use materials of commercial quality suitable for the anticipated service conditions. B. All materials and equipment to be installed in the permanent construction shall be new, unless otherwise permitted. ' C. Unless required otherwise, use components of standard sizes to assure future availability and permit field installation of repair parts. Make like parts of duplicate units interchangeable. 2.02 FABRICATION AND MANUFACTURE A. Workmanship and Materials: Design, fabricate and install materials in accordance with the best engineering and shop practice. B. Special Tools and Accessories: 1. Furnish all special tools, instruments and accessories required for proper maintenance. ' PART 3 EXECUTION 3.01 INSTALLATION ' A. Install materials with or under the guidance of qualified personnel having the knowledge and experience necessary for proper results. B. Arrange work to facilitate maintenance, repair or replacement of materials. END OF SECTION 01600 - 4 ' Senior Center Reroof - 0143,03 I- SECTION 01700 I CONTRACT CLOSE-OUT ' PART GENERAL 1.01 REQUIREMENTS INCLUDED A. Comply with requirements stated in Conditions of the Contract and in Specifications for ' administrative procedures in closing out the work. B. Related requirements specified elsewhere: ' 1. Conditions of the Contract: Fiscal provisions, legal submittals and additional administrative requirements. 2. Section 01026, Applications for Payment: Requirements for final payment. 3. Section 01310, Construction Schedules. 4. Section 01600, Material and Equipment: Maintenance materials. 5. Section 01710, Cleaning. 6. Section 01720, Project Record Documents. 7. Section 01730, Operating and Maintenance Data. ' 8. Section 01740, Warranties and Bonds. 9. Respective Sections of Specifications: Testing requirements and closeout submittals required of specific trades or subcontractors. 1.02 SUBSTANTIAL COMPLETION A. Definition of Substantial Completion:. Refer to General and Supplementary Conditions of the ' Contract. B. When Contractor considers that the work is substantially complete, he shall submit to the Owner: 1. Written notice that the work or designated portion thereof is substantially complete. ' 2. "Punch list" of items to be completed or corrected, as determined by the Contractor prior to inspection by the Architect and/or Owner. 3. Evidence of acceptance by the building official or other authority with jurisdiction over the project. t C. Within a reasonable time after receipt of such notice, Architect will make an inspection to determine the status of completion. ' D. Should Architect determine that the work is not substantially complete: 1. Architect will promptly notify the Contractor in writing, giving the reasons therefor. 2. Contractor shall remedy the deficiencies in the work and send a second written notice of substantial completion to the Architect. 3. Architect will reinspect the work, as appropriate. ' E. When Architect concurs that the work is substantially complete, the Owner will: 1. Prepare a Certificate of Substantial Completion accompanied by Architect's list of items to ' be completed or corrected. 2. Submit the Certificate to the Contractor for their written acceptance of the responsibilities assigned to them in the Certificate. ' 1.03 FINAL INSPECTION A. When Contractor considers the work is complete, he shall submit written certification that: 1. Contract Documents have been reviewed, and that the work has been inspected for ' compliance with Contract Documents. 2. Work has been completed in accordance with Contract Documents. 01700 - 1 Senior Center Reroof - 0843.03 3. Corrective or incomplete work has been completed from punch lists provided at Substantial Completion. 4. Roofing systems have been inspected by the manufacturer's technical representative and ' have been approved by such technical representative. 5. Final cleaning has been completed and project is ready for final inspection. 6. Final Certificate of Occupancy has been issued. ' B. Architect will make an inspection to verify the status of completion with reasonable promptness after receipt of such certification. C. Should Architect consider that the work is incomplete or defective: ' 1. Architect will promptly notify the Contractor in writing, listing the incomplete or defective work. 2. Contractor shall take immediate steps to remedy the stated deficiencies and send a second written certification to Architect that the work is complete. 3. Architect will reinspect the work, as appropriate. D. When the Architect finds that the work is acceptable under the Contract Documents, he shall request the Contractor to prepare and deliver closeout submittals. ' E. Should Architect perform reinspection due to failure of the work to comply with the claims of status of either Substantial or Final Completion made by the Contractor: 1. Owner will compensate Architect for such additional services by change order to the A/E Agreement. 2. Owner will deduct the amount of such compensation from the final payment due the Contractor. 1 1.04 SYSTEMS TESTING A. Contractor shall conduct tests for operational systems and equipment as specified herein or as required by individual Sections, prior to Final Inspection. Testing of systems or equipment shall ' include but not be limited to: 1. Drainage and weathertightness of roofing systems. ' 1.05 CONTRACTOR'S CLOSE-OUT SUBMITTALS A. Evidence of compliance with requirements of governing authorities: 1. Certificate of Occupancy. ' 2. Certificates of Inspection, including roofing systems. B. Final Completion Schedule: Refer to Section 01310. ' C. D. Project Record Documents: Refer to Section 01720. Operating and Maintenance Data, Instructions to Owner's Personnel: Refer to Section 01730. E. Warranties and Bonds: Refer to Section 01740. F. Evidence of Payment and Release of Liens: General and Supplementary Conditions. G. Maintenance Materials: Evidence that all required maintenance materials have been furnished and ' stored as directed by the Owner. H. Certifications: Written certifications of material or equipment compliance, as required by various ' Sections of the Specifications. 1.06 FINAL ADJUSTMENT OF ACCOUNTS ' A. Submit a final statement of accounting to the Architect. Statement shall reflect all adjustments to the Contract Sum: 1. The original Contract Sum, including accepted Bid Alternates. ' 2. Additions and.deductions resulting from: a. Previous Change Orders. b. Allowances. C. Unit prices. 01700 - 2 Senior Center Reroof - 0843.03 1 d. Deductions for uncorrected work. e. Penalties and bonuses. f. Deductions for liquidated damages. g. Deductions for reinspection payments. h. Other adjustments. 3. Total Contract Sum, as adjusted. ' 4. Previous payments. 5. Sum remaining due, including retainage. B. Contractor will prepare a final Change Order reflecting approved adjustments to the Contract Sum ' which were not previously made by Change Orders. 1.07 FINAL APPLICATION FOR PAYMENT ' A. Contractor shall submit the final Application for Payment in accordance with procedures and requirements stated in the Conditions of the Contract and Section 01026, Applications for Payment. IEND OF SECTION 01700 - 3 1 Senior Center Reroof - 0143,03. SECTION 01710 CLEANING PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED ' A. Execute periodic cleaning during progress of the work. B. Execute final cleaning at completion of the work. C. Related requirements specified elsewhere: 1. Conditions of the Contract. 2. Section 01715, Waste Removal and Recycling. 3. Respective Sections of Specifications: Cleaning for specific products or work. ' 1.02 DISPOSAL REQUIREMENTS A. Conduct cleaning operations to comply with applicable codes, ordinances, regulations and anti- pollution laws. 1 B. Disposal of waste materials, debris and rubbish shalt be at a commercially -operated recycling center, legal dumpsite or landfill. Refer to Section 01715. ' PART 2 PRODUCTS ' 2.01 CLEANING MATERIALS A. Use only those cleaning materials which will not create hazards to health or property and which will not damage surfaces. ' B. Use only those cleaning materials and methods recommended by manufacturers of the surface material to be cleaned. C. Use cleaning materials only on surfaces recommended by cleaning material manufacturer. PART 3 EXECUTION 3.01 PROGRESS CLEANING A. Execute periodic cleaning to keep the building(s), the site and adjacent properties free from accumulations of waste materials, rubbish and windblown debris resulting from construction operations. 1. Contractor shall provide site cleaning at the end of each workday during progress of the ' work. 2. Buitding(s) and site shall be kept clean to the satisfaction of the Owner, including but not limited to: a. Removal of scrap materials and other waste construction materials. ' b. Removal of cans, bottles and other rubbish. C. Removal of boxes, cartons, pallets and other construction packaging materials. 3. Stored materials that are to be used in the construction of the work are not subject to the provisions of this paragraph. B. Maintain parking areas, access drives and city streets clean from mud and other debris. 1 01710 - 1 Senior Center Reroof - 0143.03 SECTION 00400 SUPPLEMENTS TO BID FORMS 00410 Bid Bond 00420 Statement of Bidder's Qualifications 00430 Schedule of Subcontractors Rev10/20/07 Section 00410 Page 1 n 3.02 FINAL CLEANING A. Exterior cleaning shall include, but not be limited to: 1. Wash down all roof surfaces and adjacent parapet walls. B. Prior to final completion or Owner occupancy, Contractor shall conduct an inspection of the site, all site -exposed interior and exterior surfaces and all work areas to verify that work of the entire project is clean. Senior Center Reroof - 0843.03 END OF SECTION 01710 - 2 SECTION 01715 ' WASTE REMOVAL AND RECYCLING PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED 1 A. Furnish, maintain and service trash removal dumpsters and/or roll -offs. B. Furnish, maintain and service recycling containers for construction materials, packaging and waste products. C. Related requirements specified elsewhere: 1. Conditions of the Contract. 2. Section 01710, Cleaning. 3. Sections 07536 and 07537, Thermoplastic Sheet Roofing: Tear -off of existing materials. ' 1.02 DISPOSAL REQUIREMENTS ' A. Conduct disposal operations to comply with applicable codes, ordinances, regulations and anti- pollution laws. B. Disposal of waste materials; debris and rubbish shall be at a commercially -operated recycling center, legal dumpsite or landfill. 1. Contractor shall be responsible for all dump fees and expenses associated with hauling materials to the landfill. PART 2 PRODUCTS 2.01 WASTE REMOVAL CONTAINERS A. Furnish and maintain recycling, trash and waste removal dumpsters and/or roll -off dumpsters for the collection of waste materials, debris and rubbish, in quantities sufficient for the Work. ' 1. Dumpsters shall be provided with tightly fitted covers to prevent debris from being blown out. 2. Roll -offs shalt not be required to be covered, but shall be serviced frequently enough to prevent debris from accumulating and being blown out. B. Location of roll -offs and trash dumpsters shalt be as arranged at the Pre -Construction Conference. 2.02 RECYCLED MATERIALS CONTAINERS ' A. Individual recycling containers shall be maintained for paper, corrugated cardboard, and co - mingled containers for glass, plastic, aluminum and steel, or as required by project requirements. General contractor shall be responsible for ensuring proper separation of recycled materials and delivery to acceptable recycling centers. ' PART 3 EXECUTION 3.01 DISPOSAL OF WASTE AND RECYCLED MATERIALS ' A. Execute periodic cleaning to keep the work, the site and adjacent properties free from accumulations of waste materials, rubbish and windblown debris resulting from construction operations, as specified in Section 01710. 01715- 1 Senior Center Reroof - 0843,03 1 1 1 1 1 1 1 1 B. Maintain parking areas, access drives and city streets clean from mud and other debris. C. Remove recycling, waste materials, debris and rubbish from the site periodically and dispose of at legal commercial recycling centers, dump sites or landfills away from the site. Senior Center Reroof - 0843.03 END OF SECTION 01715- 2 SECTION 01720 ' PROJECT RECORD DOCUMENTS PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED A. Maintain at the site one (1) record copy of each of the following documents: ' 1. Drawings. 2. Specifications or Project Manual. ` ' 3. Addenda. 4. Change Orders and other modifications to the Contract. 5. Architect field orders.or written instructions. 6. Approved shop drawings, product data and samples. 7. Architect's field reports. ' B. Related requirements specified elsewhere: 1. Section 01340, Shop Drawings, Product Data and Samples. ' 1.02 MAINTENANCE OF DOCUMENTS AND SAMPLES A. Prior to beginning work, separate one (1) clean, complete set of project documents from ' construction sets and hold for record document purposes. The Architect and Owner will not furnish additional sets for the Contractor's use at the end of construction, unless compensated for by the Contractor. ' B. C. Store documents and samples apart from documents used for construction. Maintain documents in a clean, dry, legible condition and in good order. Do not use record documents for construction purposes. D. Make documents and samples available at all times for inspection by the Architect, Engineers and ' Owner's representative. 1.03 RECORDING REQUIREMENTS A. Record information concurrently with construction progress. Do not conceal any work until required information is recorded. B. Drawings shall be legibly marked to record actual construction: 1. Field changes of dimension and detail. 2. Changes made by field order or by Change Order. 3. Details not included in original Contract Documents. C. Specifications and Addenda shall be legibly marked to record: ' 1. Manufacturer, trade name, catalog number and supplier of each product and item of equipment actually installed. ' 2. Changes made by field order or by Change Order. 1.04 SUBMITTALS A. At contract closeout, deliver all Record Documents to the Architect for the Owner. ' B. Accompany submittal with transmittal letter containing: 1. Date, project name and number. ' 2. Contractor's name and address. 3. Title and number of each Record Document. 4. Signature of Contractor or his authorized representative. 01720 - 1 Senior Center Reroof - 0143,03 C. Submit one (1) copy of approved data in final form no later than fifteen (15) days after final inspection or acceptance, but prior to applying for final payment. D. As -Recorded Documents shall be submitted, reviewed and accepted by the Architect and Owner prior to the Final Application for Payment being processed. END OF SECTION 01720 - 2 Senior Center Reroof - 0843.03 ISECTION 01730 OPERATING AND MAINTENANCE DATA PART 1 GENERAL 1.01 REQUIREMENTS INCLUDED A. Compile product data and related information appropriate for Owner's maintenance and operation of products, fixtures and equipment furnished for this Project. 1: Prepare operating and maintenance data as specified in this Section and as referenced in ' B. other pertinent Sections of the Specifications. Related requirements specified elsewhere: 1. Section 01060, Regulatory Requirements. 2. Section 01340, Shop Drawings, Product Data and Samples. 3. Section 01700, Contract Close -Out. 4. Section 01720, Project Record Documents. 5. Section 01740, Warranties and Bonds. ' 1.02 SUBMITTAL REQUIREMENTS A. Prepare data in form of an instructional manual for use by Owner's personnel. ' B. Format of Submittals: 1. Size: 8-1 /2" x 11". 2. Paper: Manufacturer's printed data or neatly typewritten. 3. Drawings: ' a. Provide reinforced punched binder tab, bind in with text. b. Fold larger drawings to size of text pages. 4. Provide fly leaf for each separate product. a. Provide typed description of product. b. Provide indexed tabs. 5. Cover: Identify each volume with typed or printed title "OPERATING AND MAINTENANCE INSTRUCTIONS". List the following: a. Title of project. b. Identity of separate structure as applicable. C. Identity of general subject matter covered in the manual. ' C. Binders: 1. Commercial quality three-ring binders with durable and cleanable plastic covers, ring size as required. 2. When multiple binders are used, correlate the data into related, consistent groupings. D. Number of Manuals, Required: Three (3) copies of each complete manual, including all general information. 1.03 CONTENT OF MANUAL A. Neatly typewritten Table of Contents for each volume arranged in systematic order. 1. Contractor, name of responsible principal, address and telephone number. 2. List of each product required to be included, indexed to content of the volume. 3. List with each product, name, address and telephone number of: a. Subcontractor or installer. ' b. Maintenance contractor as appropriate. C. Identify the area of responsibility of each. d. Local source of supply for parts and replacement. 01730 - 1 ' Senior Center Reroof.- 0843.03 ' 4. Identify each product by product name and other identifying symbols as set forth in Contract Documents. B. Product Data: 1. Include only those sheets which are pertinent to the specific. product. .2. Note each sheet to: a. Clearly identify specific product or part installed. ' b. Clearly identify data applicable to installation. C. Delete references.to inapplicable information. C. Written text as required to supplement product data for the particular installation: 1. Organize in consistent format under separate headings for different procedures. ' 2. Provide logical sequence of instruction for each procedure. D. Copy of each warranty, bond, and service contract issued indicating: 1. Proper procedures in the event of failure. 1 2. Instances which might affect validity of warranties or bonds. E. Copy of Material Safety Data Sheets (MSDS) for each product or material. 1.04 GENERAL MANUAL FOR MATERIALS A. Provide complete information for products specified in individual Sections of these Specifications. ' 1.05 SUBMITTAL SCHEDULE. A. Submit specified number of copies of approved data in final form no later than fifteen (15) days ' after final inspection or acceptance, but prior to applying for final payment. B. Operating and maintenance manuals shall be submitted, reviewed and accepted by the Architect and Owner prior to the Final Application for Payment being processed. END OF SECTION 1 01730 - 2 Senior Center Reroof - 0843,03 SECTION 01740 WARRANTIES AND BONDS PART GENERAL 1.01 REQUIREMENTS INCLUDED A. Contractor shall compile specified warranties and bonds and specified service and maintenance ' contracts. B. Review submittals to verify compliance with Contract Documents. ' C. Related requirements specified elsewhere: 1. Instructions to Bidders: Bid or Proposal Bond. 2. Conditions of the Contract: Performance Bond and Labor and Material Payment Bond. 3. Conditions of the Contract: General Warranty of Construction. 4. Section 01030, Alternates. 5. Section 01700, Contract Close -Out. 6. Section 01730, Operating and Maintenance Data. ' 7. Respective Sections of Specifications which specify the product.- 1.02 SUBMITTAL REQUIREMENTS A. General: Submit warranties, bonds and service and maintenance contracts as specified in . respective Sections of Specifications. 1. Unless otherwise indicated, all warranties shall be written in the Owner's name, and shall be transferable to future Owner(s) for the duration of the warranty period. B. Assemble warranties, bonds and service and maintenance contracts, executed by each of the respective manufacturers, suppliers and subcontractors, bound with operating and maintenance data. Manuals are specified in Section 01730. C. Number of original signed copies. required: Three (3) each, or as required by number of manuals specified in Section 01730. D. Table of Contents: Neatly typed in orderly sequence. Provide complete information for each item. 1. Product or work item. ' 2. Firm with name of principal, address and telephone number. 3. Scope of warranty, bond or service and maintenance contract. 4. Date of beginning of warranty, bond or service and maintenance contract. 5. Duration of warranty, bond or service and maintenance contract. 6. Provide information for Owner's personnel: a. Proper procedure in case of failure. b. Conditions which might affect the validity of warranty or bond. 7. Contractor, name of responsible principal, address and telephone number. E. Format of Submittals: ' 1. Format: Prepare in duplicate packets. 2. Size: 8-1/2" x 11" punched sheets for standard three-ring binder. Fold larger sheets to fit into binders. 1.03 SCHEDULE OF SUBMITTALS A. - Submit documents within twenty-five (25) days after date of Substantial Completion, prior to final request for payment. B. For items of work where acceptance is delayed materially beyond date of Substantial Completion, provide updated submittal within ten (10) days after acceptance, listing date of acceptance as start of warranty period. 01740 - 1 ' Senior Center Reroof - 0843.03 1.04 REQUIRED WARRANTIES AND BONDS ' A. Bid or Proposal Bond: Refer to Instructions to Bidders. B. Performance and Payment Bond: Refer to Conditions of the Contract. ' C. General Warranty of Construction: Refer to Conditions of the Contract. Unless modified elsewhere, General Contractor shall warrant all construction materials and workmanship for a period of one (1) calendar year from the date of Substantial Completion. D. Warranties: Provide required warranties for products, materials and equipment covering defects in materials and workmanship for the time duration(s) specified in individual Sections. Where no ' specific warranty is mentioned, provide warranty coverages normally provided by the manufacturer for that product. 1. Unless otherwise indicated, all warranties shall be written in the Owner's name. ' 2. All warranties shall be transferable to future Owner(s) for the duration of the warranty period. E. Provide warranties and/or bonds for products and services specified in individual Sections of these ' Specifications. F. Maintenance Agreements: None required. ' END OF SECTION t 1 1 \ 01740 - 2 Senior Center Reroof - 0841,01 ISECTION 07220 ROOF AND DECK INSULATION PART 1 GENERAL ' 1.01 WORK INCLUDED ' A. Furnish and install rigid board -type roof insulation to provide thermal and vapor barrier for building elements and spaces. B. Furnish and install polyisocyanurate cover board over rigid. roof insulation. C. Furnish and install built-up roof drainage crickets. ' D. Related work specified elsewhere: 1. Section 01030, Alternates. 2. Section 07221, Tapered Rigid Insulation. ' 3. Section 07537, Thermoplastic Sheet Roofing - Mechanically -Attached. 1.02 QUALITY ASSURANCE ' A. Reference Standards: Conform to the current requirements of applicable portions of standards, codes and specifications, except where more stringent requirements are shown or specified. 1. Applicable standards of the American Society for Testing and Materials (ASTM). 2. Applicable Federal Specifications (FS) for materials as specified herein. 3. PIMA, Polyisocyanurate Insulation Manufacturers Association: Technical Bulletin 101. 4. ASTM E84: Surface Burning Characteristics of Building Materials. ' S. CAN/ULC 5770: Long -Term Thermal Resistance of Materials. 6. Applicable provisions of the codes referenced in Section 01060, or as adopted by any jurisdiction with authority over this Project. B. Certification: Manufacturer shall certify that insulation materials supplied are compatible with ' sheet roofing membrane specified. C. Certification: Manufacturers shall certify that insulation materials supplied are free from asbestos and urea formaldehyde and are non -toxic. ' 1.03 SUBMITTALS A. Product Data: Submit manufacturers product literature and specifications indicating that materials ' supplied meet the requirements of this Section. Clearly mark each submittal for R-value of material being furnished. ' 1.04 DELIVERY, STORAGE AND HANDLING A. Furnish material in manufacturer's original packaging, complete with installation instructions. B. Store materials away from sources of intense heat such as open flames or welder's torches. ' C. Protect, materials from exposure to moisture and sunlight with an opaque light-colored tarp or equal. ' 1.05 WARRANTIES A. Provide manufacturer's written warranty covering materials, workmanship and retention of R-value of insulation materials in conjunction with the warranty specified for the membrane roofing ' specified in Section 07537. ' 07220 - 1 Senior Center Reroof - 0843.03 ' SECTION 00410 BID BOND ' Independent Roofing KNOW ALL MEN BY THESE PRESENTS: that we, the under signedgpecialists, LLC as Principal, and*as Surety, are hereby held and firmly bound unto the City.of ' Fort Collins, Colorado, as OWNER, in the sum of Five Percent of Amount Bidfor the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, successors, and assigns. ' *U.S. Specialty Insurance Company 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, 6126 Roofing Project at EPIC and Senior Center. ' 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 per 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. 1 ' Rev10/20/07 Section 00410 Page 2 IPART 2 PRODUCTS ' 2.01 ROOF SYSTEM DESCRIPTION A. Single -ply membrane roof system supplier and installer shall ensure that roof insulation materials provided are compatible with the roofing system specified and approved by the roof membrane ' manufacturer for use in this system. 2.02 EXTRUDED POLYI SOCYAN U RATE BOARD INSULATION ' A. General: ASTM D1621, closed -cell polyisocyan u rate foam insulation board, L1.L. Class A, FM 1-90. 1. R-Value: 6.0 per inch, aged per ASTM C518. 2. Thickness: 4" or as required to meet thermal requirements specified above. In no case shall thickness be less than that required to meet Factory Mutual 1-90 criteria. 3. Properties: a. Compressive Strength: 20 psi minimum, ASTM D1621. b. Water Absorption: Less than 1, ASTM C209. ' C. Moisture Vapor Transmission: 2 perm. inches, ASTM C355-64. d. Dimensional Stability: Less than 2% linear change, ASTM D2126. ' e. Service Temperature: -1000 F to 2500 F. f. Product Density: 2, ASTM D1622. g. Flame Spread: Less than 25 (Class A), ASTM E84. 4. Board Size: 48" wide x 96" tong or manufacturer's standard. S. Deck Flute Span: 2-1 /2" minimum. ' 6. Facings: Manufacturer's standard organic/inorganic facers. B. Fiber Cants: Provide fiber cants, complying with the sheet roofing manufacturer's requirements ' and compatible with the insulation materials specified, if required by the manufacturer for the roofing system specified. C. Accessories: Provide other products as required by manufacturer for a complete and thermally sealed system. D. Wood Blocking and Stripping: Refer to Section 06100. E. Fasteners: Screws, type and length as recommended by the manufacturer for mechanical attachment to roof sheathing. ' . F. Approved Manufacturers: 1. Johns Manville, Littleton, CO, (800) 654-3103. 2. Apache Building Products, Co., Belvedere, IL, (800) 435-5493. 3. Carpenter Insulation Co., Richmond, VA, (800) 722-2272. ' 4. NRG Barriers, Inc., Sanford, ME, (800) 343-1285. 5. Rmax, Inc., Dallas, TX, (800) 527-0890. 6. Temple-EasTex, Inc., Diboll, TX, (800) 231-6060. 7. Thermal Systems, Inc., Huntington Beach, CA, (714) 895-7117. ' 8. Manufacturers providing materials of same function and performance are acceptable. 2.03 POLYISOCYANURATE COVER OR RECOVER BOARD A. General: Furnish man ufacturer's.standard 1 /4" thick, non fire -rated, high -density polyisocyanurate board sheathing, 48" wide x 96" long or manufacturer's standard, if required by applicable building codes or project conditions. 1. Invinsa Roof Board by Johns Manville, Littleton, CO, (800) 654-3103, as basis of design. 2. Manufacturers. providing materials of same function and performance are acceptable, if approved by roof insulation and/or roofing manufacturer as part of the specified roof ' assembly. B. Work of this paragraph is a Bid Alternate with some warranty coverages. Refer to Section 01030. ' 07220 - 2 Senior Center Reroof - 0843.03 PART 3 EXECUTION �. 3.01 INSPECTION AND PREPARATION A. Installer shall examine the roof substrate and conditions under which the insulation work is to be ' performed and notify the Contractor in writing of unsatisfactory conditions. Do not proceed with the insulation work until the unsatisfactory conditions have been corrected in a manner acceptable to the Installer. Beginning work shall be considered acceptance of substrate. ' B. Thoroughly clean the existing steel deck substrate prior to installation of rigid board insulation systems. C. Ensure that surfaces which are to receive roof insulation are clean, dry, free of deleterious matter and are sufficiently level to allow proper installation of insulation. D. Nothing in this Section shall be construed to relieve the Contractor of ultimate responsibility for the satisfactory completion of the work. ' 3.02 INSTALLATION OF ROOF CRICKETS A. General: Install built-up roof crickets, minimum 1 /4" per foot slope, whether specifically shown on the Drawings or not, as required for adequate roof drainage, including but not limited to the following ' locations: 1. Roof valleys, as required to direct water to roof drains or scuppers. 2. Roof parapets, as required to direct water to roof drains or scuppers. ' 3. Mechanical equipment curbs. 4. Roof hatch curbs. 5. Other equipment curbs or other items projecting through the roof surface. ' B. Crickets shall be constructed of tapered rigid insulation, unless otherwise specifically called for on the Drawings. 1. Insulated Roof Decks: Where crickets are a part of an insulated roof deck assembly, construction shall maintain the minimum R-value specified for the assembly. 3.03 INSTALLATION OF ROOF INSULATION ' A. General: Install rigid board insulation systems in accordance with manufacturer's written instructions and recommendations. Installation shall be consistent with local building codes and insurance requirements and meet the requirements of the sheet roofing manufacturer. ' 1. Installation: Mechanically -attached, with cover board if specified. B. Install roof insulation to maintain continuous and complete thermal protection for building spaces and elements. Boards shall be installed with long joints continuous and end joints staggered. Cut and trim insulation neatly to fit spaces. Butt edges and.ends tight. ' C. Apply treated wood blocking at perimeter parapet, same thickness as insulation, to provide starter strip, if recommended by the manufacturer. D. Take necessary precautions to prevent breakage of rigid insulation materials laid directly over ' fluted metal roof deck. Limit foot traffic on completed sections. Remove and replace any broken panels. E. Cut around rooftop equipment curbs, skylights, pipe vents and exhaust fans to provide tight -fitting joints. Cut into roof drains as required for proper drainage. 3.04 INSTALLATION OF COVER BOARD ' A. General: Install polyisocyanu rate cover board in accordance with manufacturer's written instructions and recommendations. Installation shall be consistent with local building codes, insurance requirements and meet the requirements of the sheet roofing manufacturer. 07220 - 3 ' Senior Center Reroof - 0843.03 ' 1. Installation: Mechanically -attached. Fasteners shall extend through the rigid board roof insulation and be securely attached to the metal roof decking. 3.05 PROTECTION A. Continually protect the roof insulation from moisture by installing only as much insulation as can be properly covered by the sheet roofing each day. Provide temporary water seals, temporary ballast and end -of -workday water cut-offs. Protect insulation from wind blow -off during all phases of construction. ' B. Clean and protect exposed surfaces of insulation and leave prepared for roofing application. Refer to Section 07537. ' END OF SECTION t 07220 - 4 Senior Center Reroof - 0143.03 SECTION 07221 ' TAPERED RIGID INSULATION PART 1 GENERAL 1.01 WORK INCLUDED A. Furnish and install tapered rigid board roof insulation system for formed drainage crickets as shown on the Drawings. B. Furnish and install coordinating flat rigid board roof insulation, as specified in Section 07220, unless arranged for otherwise. ' C. Related work specified elsewhere: 1. Section 07220, Roof and Deck Insulation: Standard rigid board insulation. 2. Section 07537, Thermoplastic Sheet Roofing - Mechanically -Attached. ' 1.02 QUALITY ASSURANCE ' A. Reference Standards: Conform to the current requirements of applicable portions of standards, codes and specifications, except where more stringent requirements are shown or specified. 1. Applicable tests as specified herein of the American Society for Testing and Materials (ASTM). ' 2. Applicable Federal Specifications (FS) for materials as specified herein. 5. ASTM E84: Surface burning characteristics of building materials. 6. Applicable provisions of the codes referenced in Section 01060, or as adopted by any ' jurisdiction with authority over this Project. B. Certification: Manufacturers shall certify that insulation materials are free from asbestos and urea formaldehyde and are non -toxic. C. Certification: Manufacturer shall certify that insulation materials supplied are compatible with ' sheet roofing membrane specified. 1.03 SUBMITTALS ' A. Product Data: Submit complete manufacturer's product literature and specifications indicating compliance with the requirements of this Section. Clearly mark each submittal for R-value of insulation material being furnished. B. Shop Drawings: Shop drawings indicating slopes of tapered rigid insulation system, material thicknesses, proposed system layout, accessories and details for approval by the Architect. ' 1.04 DELIVERY, STORAGE AND HANDLING A. Furnish materials in manufacturer's original packaging, complete with installation instructions. ' B. Protect materials from exposure to moisture and sunlight with an opaque light-colored tarp or equal. 1.05 WARRANTIES A. Provide manufacturer's written warranty covering materials, workmanship and retention of R-value of insulation materials in conjunction with the warranty specified for the membrane roofing specified in Section 07537. 07221 - 1 ' Senior Center Reroof - 0843.03 IPART 2 PRODUCTS ' 2.01 ROOF SYSTEM DESCRIPTION A. Single -ply membrane roof system supplier and installer shall ensure that roof insulation materials provided are compatible with the roofing system specified and approved by the roof membrane manufacturer for use in this system. 2.02 ROOF INSULATION MATERIALS ' A. General: Composite roof insulation system consisting of tapered rigid board insulation and coordinating flat rigid board insulation, to provide a continuous thermal barrier over the gross area of the roof. ' 1. Total R-Value: As indicated on the Drawings, or specified in Section 07220. B. Tapered Rigid Insulation System: Factory -tapered closed -cell polyisocyanu rate insulation to provide minimum surface slope of 1 /4" per foot when installed over existing roof decking, unless indicated otherwise on the Drawings. C. Properties: Match rigid board insulation specified in Section 07220. D. Roof Deck Insulation: Manufacturer's standard square edge extruded polyisocyan u rate rigid board ' E. insulation for installation over steel roof deck. Refer to Section 07220. Fiber Cants: Provide fiber cants, complying with the sheet roofing manufacturer's requirements, and compatible with the insulation materials specified, if required by the manufacturer for the roofing system specified. F. Accessories: Provide other products as required by manufacturer for a complete and thermally sealed system. G.. Wood Blocking and Stripping: Refer to Section 06100. H. I. Fasteners: Screws, type and length as recommended by the manufacturer for application. Approved Manufacturers: Match manufacturers of insulation materials specified in Section 07220. 2.03 POLYISOCYAN U RATE COVER OR RECOVER BOARD A. General: Refer to Section 07220. PART 3 EXECUTION 3.01 PREPARATION A. Installer shall examine the roof substrate and conditions under which the insulation work is to be performed and notify Contractor in writing of unsatisfactory conditions. Do not commence work until such defects have been corrected to the satisfaction of the Installer. Beginning work shall be considered acceptance of substrates. B. Thoroughly clean the existing steel deck substrate prior to installation of tapered rigid and board insulation systems. C. Ensure that surfaces which are to receive roof insulation are clean, dry, free of deleterious matter and are sufficiently level to allow proper installation of insulation. D. Nothing in this Section shall be construed to relieve the Contractor of ultimate responsibility for ' the satisfactory completion of the work. 3.02 INSTALLATION OF TAPERED ROOF INSULATION SYSTEM ' A. General: Install tapered rigid and flat board insulation systems in accordance with manufacturer's written instructions and layout shown on the approved shop drawings. Installation shall be consistent with local building codes and insurance requirements, and meet the requirements of the 07221 - 2 Senior Center Reroof - 01343.03 sheet roofing manufacturer. 1. Installation: Loose -laid or as .recommended by the manufacturer for mechanically -attached cover board. B. Install roof insulation to maintain continuous and complete thermal protection for building spaces and elements. Boards shall be installed with long joints continuous and end joints staggered. Cut and trim insulation neatly to fit and butt ends and edges together tightly. C. Apply treated wood blocking at perimeter parapet, same thickness as insulation, to provide starter strip, if recommended by manufacturer. D. Take necessary precautions to prevent breakage of rigid insulation materials laid directly over fluted metal roof deck. Limit foot traffic on completed sections. Remove and replace any broken panels. E. Cut around rooftop equipment curbs, skylights, pipe vents and exhaust fans to provide tight -fitting joints. Cut into roof drains as required for proper drainage. 3.03 INSTALLATION OF COVER BOARD A. General: Install cover board as specified in Section 07220. 3.04 PROTECTION A. Continually protect the roof insulation from moisture by installing only as much insulation as can be properly covered by the sheet roofing each day. Provide temporary water seals, temporary ballast and end -of -workday water cut-offs. Protect insulation from wind blow -off during all phases of construction. B. Clean and protect exposed surfaces of insulation and leave prepared for roofing application. Refer to Section 07537. 11 U1 1 END OF SECTION 07221 - 3 Senior Center Reroof - 0843.03 1 SECTION 07537 ' THERMOPLASTIC SHEET ROOFING - MECHANICALLY -ATTACHED PART 1 GENERAL 1.01 WORK INCLUDED A. Tear off of existing roofing systems and insulation to original roof deck. ' B. Cleaning of substrate in preparation for roofing and insulation installation. C. Installation of all insulation and protection boards, unless arranged for otherwise. D. Furnish and install mechanically -attached sheet roofing system. ' E. Furnish and install miscellaneous roofing specialties as noted, including edge flashings and terminations and counter flashings, unless arranged for otherwise. F. Furnish and install built-up roof drainage crickets, unless provided by roof insulation or decking contractor. ' G. Furnish and install walkway protection membrane or pavers. H. Related work specified elsewhere: 1. Section 01030, Alternates: Extended warranty coverages. 2. Section 07220, Roof and Deck Insulation. 3. Section 07221, Tapered Rigid Insulation. 4. Section 07621, Galvanized Metal Flashing and Trim. t1.02 QUALITY ASSURANCE A. Reference Standards: 1. Applicable tests as specified herein of the American Society for Testing and Materials (ASTM). 2. Applicable Federal Specifications (FS) for materials as specified herein. 3. International Building Code, current edition: Wind exposure classification. 4. SMACNA, Sheet Metal and Air Conditioning Contractors National Association, Inc. Architectural Sheet Metal Manual, current edition. 5. Applicable provisions of the codes referenced in Section 01060, or as adopted by any ' jurisdiction with authority over this Project. B. Materials and installation shall comply with applicable standards and recommendations of the Rubber Manufacturers Association and the Single -Ply Roofing Institute (SPRI). ' C. Materials shall be supplied and installed by a roofing contractor licensed by the manufacturer or certified by the manufacturer as a qualified installer of the specified products. D. All work of this Section shall be performed by a single installer, who shall have minimum five (5) years of successful experience with projects of similar size and complexity. E. Installer shall certify that all roof system materials provided are compatible with the roof system assembly specified and approved by the roof membrane manufacturer for use in this system. ' F. Design Criteria: Roof design shall meet the minimum requirements of the Single Ply Roofing Institute for the specified roofing system type, unless more stringent requirements are required by the jurisdiction with authority over the project. 1. External Fire Resistance: UL Class A. 2. Wind Resistance: 100 mph, Exposure B (IBC) for mechanically -attached systems. 3. Warranty shall meet wind resistance defined above. ' 1.03 SUBMITTALS A. Product Data: Submit manufacturer's product literature and installation instructions for sheet roofing installation, surface conditioner compatibility, elastic flashings, joint cover sheet and joint 07537 - 1 Senior Center Reroof - 0843.03 ' and crack sealants, with temperature range for application of roofing membrane. B. Shop Drawings: Submit shop drawings indicating sheet layout and fastener installation pattern for ' approval. C. Warranties: Submit sample warranties, in accordance with the requirements of Section 01740. D. Design and Specification Approval: Prior to starting roofing, Contractor shall submit a letter certifying that the roofing_ design and specifications are proper for this particular project. 1.04 ENVIRONMENTAL REQUIREMENTS ' A. Weather Conditions: Proceed with elastomeric sheet roofing work only when weather conditions comply with manufacturer's recommendations and wilt permit materials to be applied and cured in accordance with those recommendations. Do not exceed temperature limitations recommended by roofing manufacturer. 1. Do not apply sheet roofing during inclement weather or when air temperature is below 400 F. 2. Do not expose membrane and accessories to a constant temperature in excess of 1800 F. ' 3. Do not apply sheet roofing to damp, frozen, dirty, dusty or deck surfaces unacceptable to manufacturer. ' 1.05 DELIVERY, STORAGE AND HANDLING A. Deliver roofing materials, insulation and accessories in manufacturer's protective containers with labels intact and legible, and comply with manufacturer's instructions for storage and handling. ' B. Handle rolled goods as required to prevent damage. Store all materials on clean, raised platforms with weather -protective coverings. ' 1.06 WARRANTIES A. Provide manufacturer's written 15-year system warranty covering defects in materials and workmanship, and covering all specified design criteria. ' 1. Refer to Section 01030 for extended warranty coverages as Bid Alternates. PART 2 PRODUCTS 2.01 ROOF SYSTEM DESCRIPTION A. Mechanically -Attached Thermoplastic Sheet Membrane Roofing System: Single -ply thermoplastic sheet roofing mechanically -attached over potyisocyanurate cover board (if specified) over rigid board roof insulation over existing steel roof deck. ' 1. Solar Reflectance Index: Meet or exceed SRI of 101 when tested in accordance with ASTM E-1980. ' 2.02 ROOF INSULATION A. Membrane roof system supplier and installer shall ensure that roof insulation materials provided are compatible with the roofing system specified and approved by the roof membrane manufacturer for ' use in this system. 1. Rigid Board Roof insulation: Refer to Section 07220. 2. Tapered Rigid Roof Insulation: Refer to Section 07221. 07537 - 2 Senior Center Reroof - 0843.03 2.03 SHEET ROOFING MATERIALS ' A. Membrane: Mechanically -attached 45 mil thick thermoplastic membrane, conforming to ASTM D- 6878 and the following minimum criteria: 1. Roll Width: 8'-0" wide, or manufacturer's standard width not less than 6%0". 2. Color: Light gray or white, as required for specified SRI and Energy Star rating. B. Batten Strips: Manufacturer's standard 1" x 18-gage aluminized steel strapping. C. Fasteners: Manufacturer's standard corrosion -resistant type, compatible with materials being attached. D. Fasteners: Manufacturer's standard concrete fastener for mechanically -attached insulation and roof membrane into existing steel deck. E. Flashing: 1 /16" thick thermoplastic forming flashing as furnished by membrane manufacturer. ' F. Bonding Adhesive: Furnished by membrane manufacturer, compatible with all materials to which the membrane is to be bonded. G. Splicing Cement and Lap Sealant. For sealing the exposed edge of the splices, shall be trowel or gun consistency as furnished by membrane manufacturer. ' H. Lap Sealant: Compatible with materials with which it is used, shall be trowel or gun consistency, furnished by membrane manufacturer. I. Water Cut -Off Mastic: Compatible with materials with which it is used, furnished by membrane manufacturer. J. Molded Pipe Flashing: Compatible with materials with which it is used, furnished by membrane manufacturer. K. Nite Seal: Compatible with materials with which it is used, furnished by membrane manufacturer. L. Pourable Sealer: Compatible with materials with which it is used, furnished by membrane manufacturer. M. Rubber Nailing Strips and Fasteners: Extruded nailing strips and fasteners furnished by membrane ' manufacturer. N. Primer: None required. 0. Approved Manufacturers: 1. Johns Manville TPO-45 system, Littleton, CO, (800) 654-3103, as basis of design. ' 2. Carlisle Sure -Weld TPO, Carlisle SynTec Systems, Carlisle, PA, (800) 233-0551. 3. Duro-Last Thermoplastic Membrane, Saginaw, MI, (800) 248-0280. 4. Gen Flex Roofing Systems, Maumee, OH, (800) 443-4272. ' 5. Firestone UltraPly TPO, Indianapolis, IN, (800) 428-4442. 6. Manufacturers providing materials of same function, design and performance are acceptable, only as approved by the Architect prior to bidding. ' 2.04 ACCESSORY MATERIALS A. Walkway Protection Panels: Thermoplastic sheet roofing walkway protection panels, heat welded ' to roofing membrane. 1. Size: Nominal 30" x 30" panels, 1 /2" thick. 2. Weight: Approximately 0.8 lbs/sq. ft. ' 3. Color: Match roofing membrane. 4. Approved Manufacturers: Walkway protection system shall be by same manufacturer as the roofing membrane. B. Manufacturers of walkway protection system shall certify that use of their materials will not affect ' warranty for the sheet roofing system. 07537 - 3 ' Senior Center Reroof - 0843.03 1 PART 3 EXECUTION ' 3.01 INSPECTION A. Installer shall thoroughly examine existing surfaces and substrates to receive mechanically - attached sheet roofing materials prior to commencing work. Report in writing to the Contractor any condition that may potentially affect proper application or warranty. Do not commence work until such defects have been corrected to the satisfaction of the Roofing Subcontractor. Beginning work shall be considered acceptance of surfaces. ' B. Ensure that all existing drains, sleeves and curbs which pass through surfaces to receive new roofing are rigidly installed. C. Ensure flatness and tightness of joints in existing deck sheathing. 1: Test pullout capacity of mechanical fasteners in the presence of the roofing manufacturer's technical representative if required by the manufacturer as a condition of the warranty. D. Ensure that surfaces are free of cracks, depressions, waves or projections which may be detrimental to the successful installation of sheet roofing. Remove foreign materials. ' 3.02 TEAR -OFF ' A. Contractor shall propose the method of tear off of existing materials, transference of materials to the ground and removal from the site. 1. Method shall be subject to approval by the Owner and the Architect. 2. Refer to Section 01530 for temporary barriers, enclosures and protection of existing materials and equipment. B. Remove the existing roofing systems in its entirety to the original deck substrate. These systems include, but may not be limited to: 1. Original System: Rolled asphaltic roofing over 1" cover board over rigid board insulation ' over the existing steel deck. 2. Existing pipe vent, equipment curb and parapet membrane flashings. C. Materials and roof accessories to remain, in place include,. but are not limited to: ' 1. Existing sheet metal parapet cap flashings. 2. Existing roof drains and drain well flashings. 3. Existing equipment curbs. D. Roof accessories to be removed include, but are not limited to: ' 1. Existing metal counterflashings and reglets. 2. Existing EPDM parapet wall flashings. ' 3.03 PREPARATION A. Reroofing Projects: Contractor shall take all reasonable precautions to prevent asphalt, solvent or adhesive fumes or any other potentially noxious or toxic substance that is a part of the application ' of the roof membrane system from being drawn into the building through rooftop air intake equipment. Notify the Owner of any potential problem prior to commencing work. ' B. Protection:' 1. Protect pavements and building walls adjacent to hoist prior to starting work. Lap suitable protective materials at least 6". Secure protective coverings against wind. Leave protective covering in place for duration of roofing work. ' 2. Protect parapets and adjacent surfaces not designated to 'receive roofing. C. Deck Surfaces: Dry and broom clean surfaces -of foreign matter detrimental to installation of roofing. D. Joints in Deck: Seal cracks and joints with recommended material and sealant. Use proper depth - to -width ratio as recommended by the sealant manufacturer in accordance with Section 07900. 07537 - 4 ' Senior Center Reroof - 0843.03 ' IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals this 8th day of December , 20 08, and such of them as are corporations have caused their corporate seals to be hereto affixed and these -1 presents to be signed by their proper officers, the day and year first set forth above. PRINCIPAL SURETY Name: Independent Roofing Specialists, LLC U.S. Specialty Insurance Company Address: 4995 Locust St. Commerce City, CO 80022 By Title: ATTEST: By: ------------ 0 MELISSA► SA►LA►S j NOTARY PUBLIC (STSSFFATE )OF COLORADO gyp\\\\\\\\\\\\\\\\\\\\\\ My Commission Expires May 23, 2011 13403 Northwest Freeway ton. TX By: Title. (SEAL) Atta�rnev-Yn=Fact IRev10/20/07 Section 00410 Page 3 ' E. Start the installation only in the presence of the manufacturer's technical representative, if required as a condition of the warranty. ' F. Make temporary provisions for supporting existing gas piping, electrical conduit and other services to remain during reroofing. G. Ensure that self -flashing skylight units are properly attached in place. ' H. Ensure that self -flashing roof hatch units are properly anchored. 3.04 INSTALLATION OF ROOF CRICKETS ' A. General: Install built-up roof crickets, minimum 1 /4" per foot slope, whether specifically shown on the Drawings or not, as required for adequate roof drainage, including but not limited to the following locations: ' 1. Roof valleys, as required to direct water to roof, drains or scuppers. 2. Roof parapets, as required to direct water to roof drains or scuppers. 3. Mechanical equipment curbs. 4. Skylight curbs. ' 5. Roof hatch curbs. 6. Other equipment curbs or other items projecting through the roof surface. B. Crickets shall be constructed or plywood or other specified roof sheathing material, or tapered rigid ' insulation, at the Contractor's option, unless otherwise specifically called for on the Drawings. 1. Insulated Roof Decks: Where crickets are a part of an insulated roof deck assembly, construction shall maintain the minimum R-value specified for the assembly. 3.05 INSTALLATION OF SHEET ROOFING A. Install rigid or tapered rigid insulation in accordance with roofing manufacturer's written ' instructions and recommendations and as specified in Section 07220 and 07221. B. Install cover board over rigid board roof insulation in accordance with roofing manufacturer's written instructions and recommendations, if specified. Refer to Section 06160 or 07220. C. Install mechanically -attached single -ply sheet roofing in accordance with the manufacturer's ' specifications, written instructions and the following requirements: 1. Loosely lay sheet membrane over roof insulation. Allow membrane to relax minimum thirty (30) minutes before fastening or splicing. ' 2. Membrane: Apply, lap and splice using methods and materials recommended by the manufacturer. Laps shall run parallel to slope of the roof, unless approved otherwise. Apply adjoining sheets by lapping the edges and splicing. Attach membrane to perimeter ' edges, nailers and penetrations in accordance with manufacturer's requirements. 3. Fasteners: Mechanically.attach membrane at maximum V-0" o.c. along all seams, unless otherwise required by the manufacturer's installation specifications. Fasteners shall extend through the rigid board roof insulation and cover board and be securely attached to ' the original wood roof deck. 4. Fasteners (Field and Parapet Conditions): Mechanically attach membrane in the field of the roof as required by the manufacturer's specific requirements for this Project. Spacing ' of fasteners along projecting parapet walls shall be decreased as necessary in accordance with both the manufacturer and code mandated requirements, based on parapet height and related factors. 5. Flashing: Apply, lap and splice using methods and materials recommended by the ' manufacturer. Flash around penetrations using factory prefabricated pipe seals where possible. Field fabricated seals may be used where necessary using manufacturer's standard details. ' D. Installation shall be performed by a roofing contractor licensed by the manufacturer. E. Adhesive apply sheet roofing to perimeter edges, lay seam edges 3" and seal. Seal sheet roofing with 3" lap where metal collars or flanges are required. F. Apply isolating sections for roof control/expansion joints. 07537 - 5 ' Senior Center Reroof - 0843.03 ' G. Apply sealant in accordance.with manufacturer's instructions. Seal ends and edges to each other and to adjoining surfaces with uniform fillet bead of sealant. H. Flash and seal watertight any items projecting through membrane with counterf lashing membrane material. 1. Provide and install new prefabricated sheet metal boots at all pipe vents and other roof penetrations. Solder joints as specified in Section 07621. Apply precut disks of sheet roofing material to cover and protect fasteners in the field. J. The following details are included by reference, based upon standard details for Johns Manville TPO system. These details are referenced for design intent and are subject to actual field conditions and recommendations of the manufacturer's technical representative. ' 1. Surface -mounted Counterflashing Termination: TC-41. 2. Gravel Stop Flashing: TE-11. Reinstall existing flashings as noted on the Drawings. 3. Fastener Splice: TA-1. 4. Roof Drain: TF-55. 5. Thru-Wall Scupper: TF758. 6. Vent Pipe: TF-50 premotded pipe boot. 7. Base Flashing: TB-26A. K. Exercise all required care not to damage the elastic sheet roofing or the completed single -ply membrane.roof assembly. 3.06 INSTALLATION OF WALKWAY PROTECTION A. General: Install walkway protection panels in locations and patterns indicated on the Drawings in accordance with the manufacturer's instructions. B. Make terminations and cuts according to manufacturer's standard details and recommendations. 1. Units shall be cut around existing rooftop equipment and projections, unless otherwise indicated. ' C. Adhere panels to sheet roofing membrane in accordance with manufacturer's specifications. 3.07 TESTING ' A. Contractor shalt perform a flood test for the watertightness of the roof membrane. The test shall be conducted in the presence of the Owner's principal representative. ' 3.08 FIELD QUALITY CONTROL A. Inspection: A representative of the manufacturer shall make an inspection upon completion to ' ascertain that the entire system has been installed according to the manufacturer's specifications and details. Written letters of acceptance shall be sent to the Owner's principal representative and the Architect. 3.09 CLEANING AND PROTECTION A. Upon completion, remove surplus materials and debris from the site. ' B. Remove excess adhesives or other materials from adjacent surfaces, including metal surfaces of ftashings and rooftop equipment. C. Adjacent Materials: Do not use oil -based or plastic roof cement. Do not allow waste products ' (petroleum, grease, oil, solvents, vegetable or mineral oil, animal fat) or direct steam venting to come in contact with membrane roofing system. IJ� END OF SECTION 07537 - 6 Senior Center Reroof - 0843.03 ' SECTION 07621 ' GALVANIZED METAL FLASHING AND TRIM ' PART GENERAL 1.01 WORK INCLUDED A. Furnish and install new galvanized sheet metal reglets and counterflashings, as indicated on the ' Drawings. B. Remove and salvage existing galvanized metal flashing materials for reinstallation as part of new Work, including but not limited to: ' 1. Parapet cap flashings. C. Related work specified elsewhere: 1. Section 01022, Unit Prices: Replacement of existing damaged or deteriorated sheet metal materials. 2. Section 07220, Roof and Deck Insulation. 3. Section 07221, Tapered Rigid Insulation. ' 4. Section 07537, Thermoplastic Sheet Roofing - Mechanically -Attached. 1.02 QUALITY ASSURANCE ' A. Reference Standards: Conform to the current requirements and recommendations of applicable portions of standards, codes and specifications, except where more stringent requirements are shown or specified. 1. SMACNA, Sheet Metal and Air Conditioning Contractors National Association, Inc. ' Architectural Sheet Metal Manual, current edition. 2. Applicable provisions of the codes referenced in Section 01060, or as adopted by any jurisdiction with authority over this Project. ' B. Fabrication and installation shall be by manufacturer's personnel or manufacturer approved subcontractor with minimum five (5) years successful experience in projects of similar size and complexity. 1 1.03 SUBMITTALS ' A. Product Data: Submit manufacturer's product literature and shop drawings indicating materials, shapes, proposed layout of joints, special details and intersections, and fabrication and assembly details. . B. Samples: Submit manufacturer's standard profiles of galvanized flashings and trim for selection by ' the Architect. PART 2 PRODUCTS 2.01 GALVANIZED METAL FLASHING AND TRIM ' A. General: Commercial quality with 0.20% copper, ASTM A525, except ASTM 527 for lock -forming hot -dipped galvanized, standard G90 class finish. 1. Gages: ' a. 24-gage for cap flashings. b. 24-gage for reglets and counterflashings. C. 22-gage for clips, retainers and other concealed backer materials. 07621 - 1 Senior Center Reroof - 0843,03 d. 26-gage for concealed edge and drip flashings, valley flashings and other miscellaneous trims not specified for other gages. ' 2. Finish: Supply sheet metal flashings and trim with manufacturer's standard galvanized finish. No further field finishing will be performed where unexposed to view in the completed project. 3. Profiles: Specified in paragraph 2.03 below. 2.02 ACCESSORY MATERIALS AND COMPONENTS A. Fasteners: Concealed clip -type of same material as flashings, sized to suit application. B. Nails: Hot -dipped galvanized steel roofing type. C. Screws: Hot -dipped galvanized Phillips head, with neoprene washers. ' D. Solder and Flux: Type recommended for materials being used. E. Bituminous Paint: Acid- and alkali -resistant type, black color. F. Plastic Cement: Cutback asphaltic type, FS SS C 00153a. G. Sealant: One (1) component silicone, conforming to FS TT-S-00230, non -staining, non -bleeding, ' non -sagging, of color suitable for material matching. 1. Dow 790 or equal. ' 2.03 FABRICATION A. Form sections square, true and accurate to size, free from distortion and other defects detrimental to appearance or performance. ' B. Form sections in maximum lengths possible. Make allowances for expansion and contraction at joints. 1. Provide for thermal expansion at 10' intervals, unless otherwise shown. Use material in longest practical lengths. Sections shorter than T-0" will not be allowed. ' C. Joints and seams exposed to view are to be flat -lock type, except corners, or detailed as flat -butt joints with back-up plate. Open -lap seams are not permitted for joints exposed to view. Fabricate corners minimum 18" x 18", mitered, soldered and sealed as one (1) piece. Seal all seams with elastic cement. D. Wipe and wash clean soldered joints to remove traces of flux immediately after soldering. E. Hem exposed edges off lashings to underside 1 /2". Hemmed edges shall be straight, square design, unless otherwise shown on the Drawings. F. Backpaint flashings with bituminous paint where expected to be in contact with cementitious materials or dissimilar metals. G. Profiles shall conform to current SMACNA Architectural Sheet Metal Manual standards and details. ' 1. Cap Flashings, Reglets and Counterflashings: As shown on the Drawings. 2.04 FIELD EQUIPMENT rA. Installer shall furnish and maintain any site -based cutting, forming and seaming equipment as necessary to fabricate and install all metal flashings, accessories and trims not factory fabricated for a complete and weathertight installation. PART 3 EXECUTION 1 3.01 INSPECTION AND PREPARATION A. Installer shall examine the substrate and the conditions under which flashing and trim work is to be performed and notify the Contractor in writing of unsatisfactory conditions which would prevent the successful completion of this work. Do not start work until unsatisfactory conditions have been corrected in a manner acceptable to the Installer. 07621 - 2 Senior Center Reroof - 0843.03 B. Ensure miscellaneous galvanized metal flashings and trims are fabricated in accordance with paragraph 2.03 above. ' C. Coordinate installation of ftashings with Contractor for membrane sheet roofing as required. 3.02 INSTALLATION OF GALVANIZED SHEET METAL MATERIALS A. General: Install reglets, counterflashings and.trim in accordance with manufacturer's written instructions and recommendations. 1. Ensure adequate clearances for thermal expansion and contraction of fabricated sections of materials. ' B. Secure ftashings in place using specified fasteners. Use exposed fasteners only in locations approved by Architect. When using exposed fasteners, they are to be of same finish as flashings. C. Conform to applicable SMACNA details, unless otherwise shown. D. Apply sealing compound at junction of metal ftashings and base flashings. E. Lock seams and end joints. Fit flashings tight in place. Make corners square, surfaces true and straight in planes and tines accurate to profiles. ' 3.03 REINSTALLATION OF EXISTING GALVANIZED SHEET METAL MATERIALS ' A. General: Remove existing parapet cap flashings scheduled to be reused in the new construction and reinstall in new configuration as shown on the Drawings. B. Clean existing materials to be reused in new Work and protect until reinstalled. C. Replacement of any missing, damaged or deteriorated materials shall be on a unit basis, as ' approved by the Owner's principal representative. Refer to Section 01022. 3.04 CLEANING ' A. Clean all exposed galvanized surfaces and leave prepared for field finishing as specified in Section 09900. 1. Remove excess sealants, flux, plastic cement and bituminous paint. ' 2. Clean soiled surfaces -with a solution which will not harm adjacent surfaces. B. Clean all exposed prefinished galvanized surfaces. Remove smudges and other imperfections using cleaning materials recommended by the manufacturer. Remove excess sealant from prefinished materials and leave installation in clean condition. ' C. Advise Contractor of measures to be taken to protect prefinished surfaces from damage during the balance of construction. ' END OF SECTION L a 07621 - 3 ' Senior Center Reroof - 0143,03 J 1 SECTION 07900 SEALANTS AND JOINT FILLERS PART 1 GENERAL ' 1.01 WORK INCLUDED A. Clean and prepare joint surfaces. B. Furnish and install joint backing materials. C. Furnish and install joint caulking and sealants in exterior applications. 1.02 QUALITY ASSURANCE A. Reference Standards: Conform to the current requirements of applicable portions of standards, codes and specifications, except where more stringent requirements are shown or specified. ' 1. Applicable provisions of the codes referenced in Section 01060, or as adopted by any jurisdiction with authority over this Project. B. Installer of sealants and caulking shall have minimum five (5) years of successful experience with projects of similar size and complexity. ' C. Installer shall be continuously employed in work of this type. D. Certification: Manufacturer/Supplier of sealant and accessory materials shall certify that materials supplied are acceptable and appropriate for -the materials, substrates and conditions under which ' sealants are to be installed. 1.03 SUBMITTALS ' A. Product Data: Submit manufacturer's specifications, recommendations and installation instructions for each type of sealant, caulking compound and associated miscellaneous material required. B. Samples: Submit samples of manufacturer's standard color line for each type of sealant specified ' for exposed locations for selection by the Architect. C. Sample Installation: Select a test area on the exterior and install caulking. Notify the Architect for approval and acceptance prior to proceeding with caulking. The test area will become the standard for quality control of remaining caulking. 1.04 ENVIRONMENTAL CONDITIONS ' A. Do not proceed with installation of sealants under adverse weather conditions or when temperatures are below 400 F or above 100' F. Proceed with the work only when forecasted weather conditions are favorable for proper curing and development of high early bond strength. ' Where joint width is affected by ambient temperature variations, install elastomeric sealants only when temperatures are in lower third of the manufacturer's recommended installation temperature range so that sealant will not be subjected to excessive elongation and bond stress by subsequent ' low temperatures. Coordinate time schedule with Contractor to avoid delay of project. 1.05 WARRANTIES A. Provide manufacturer's written 5-year warranty covering defects in materials when such materials are properly applied and fully cured as described in the manufacturer's product data sheets. The Contractor further agrees to replace sealants which fail because of loss of cohesion or adhesion, or ' that do not cure properly due to improper application or curing, or when the materials installed are not appropriate for that application, joint type or other factor beyond the manufacturer's control, for a period of five (5) years. 07900 - 1 Senior Center Reroof - 0843.03 1 PART 2 PRODUCTS ' 2.01 SEALANT MATERIALS A. General: Supplier/Installer of work of this Section shall certify that materials specified and/or ' furnished for this project are appropriate for use in the specified applications for the following criteria: 1. Compatibility of sealant material with adjacent materials. ' 2. Compatibility of sealant material with type and degree of weather exposure. 3. Compatibility of sealant material with expected use of space. 4. Compatibility of sealant material with joint type, width and depth. B. Exterior: One- or two-part polyurethane -based elastomeric sealants complying with FS TT-S-00230, Class A, Type I (self -leveling) or Type II (non -sag). 1. One -Part Sealant: Sonolastic NP-1 by Sonneborne as basis of design or as recommended by manufacturer for type of application: ' 2. Two -Part Sealant: Sonolastic NP-2 by Sonneborne as basis of design or as recommended by manufacturer for type of application. C. Color(s): ' 1. Colors are to be selected by Architect from manufacturer's full line of standard colors. 2. Design intent is to match sealant color to color of adjacent material, unless indicated otherwise. The Architect shall have final authority for color selection, including variations from this policy. ' D. Approved Manufacturers: 1. Sonneborne Building Products, Minneapolis, MN, (612) 835-3434. 2. Tremco Sealants, Cleveland, OH, (800) 321-7906. ' 3. Schnee -Morehead Inc., Irving, TX, (800) 255-9427. 4. Manufacturers providing materials of same design, function and performance are acceptable. 2.02 ACCESSORY MATERIALS A. Primer: Non -staining type for joints as recommended by sealant manufacturer. 1 B. Joint Cleaner: Non -corrosive and non -staining type recommended by sealant manu-facturer, compatible with joint forming materials. C. Joint Filler: ASTM D1056, round polyethylene foam rod, over -sized 30-50%, as recommended by ' manufacturer of sealant used.. 1. Provide closed cell or open cell foam rod materials, as recommended by the Installer for specific applications. D. Bond Breaker: Pressure -sensitive tape recommended by sealant manufacturer to suit application'. PART 3 EXECUTION 3.01 PREPARATION A. Installer shall examine joint surfaces, backing and anchorage of units forming sealing rabbet and ' conditions under which sealant work is to be performed and notify Contractor of conditions detrimental to proper completion of the work, performance and curing of sealants. Do not proceed with sealant work until unsatisfactory conditions have been corrected in a manner acceptable to ' the Installer. B. Clean, prepare and size joints in accordance with manufacturer's instructions. Remove any loose materials and other foreign matter which might impair adhesion of sealant. 07900 - 2 ' Senior Center Reroof - 0843.03 ' C. Ensure that horizontal and vertical surfaces are of sufficient dimension for required bonding of sealant materials as recommended by the manufacturer. D. Ensure that sealants are compatible with the substrates to which they are to adhere. ' E. Verify that joint shaping materials and release tapes are compatible with sealant. . F. Examine joint dimensions and size materials to achieve required width/depth ratios. G. Install joint filler to achieve required joint depths to allow sealants to perform properly. ' H. Install bond breaker where required. I. Mask or otherwise protect adjacent surfaces which may be marred or damaged by sealant materials. ' 3.02 INSTALLATION OF SEALANTS ' A. General: Install sealant in accordance with manufacturer's instructions. Apply sealant within recommended temperature ranges. Consult manufacturer when sealant cannot be applied within recommended temperature ranges. B. Tool joints slightly concave in vertical surfaces and flush in horizontal surfaces. ' C. Maintain joints free of air pockets, foreign embedded matter, ridges or sags. D. Ensure that sealant is applied leaving crisp, clean lines with adjacent materials. Do not allow sealant to bleed onto adjacent surfaces. Immediately wipe excess sealant materials off adjacent E. surfaces. Remove and replace any sealants improperly applied, to the satisfaction of the Architect. F. Repair and replace any adjacent materials that have been damaged, marred or discolored by work of this Section, to the satisfaction of the Architect. PART 4 SCHEDULES ' 4.01 SCHEDULE OF SEALANT WORK A. Exterior: Install sealants as indicated on the Drawings or scheduled herein, including but not ' limited to: 1. Perimeter of materials and equipment passing through building walls and roofs. 2. Perimeter joints of metal flashings, counterflashings, reglets and similar accessories. 3. Perimeter joints of prefabricated skylight units. ' 4. Miscellaneous vertical and horizontal joints between dissimilar materials, where required for contraction and expansion of joints, or where required to maintain the weathertightness of the project. ' 5. Other joints as indicated, as required for neat appearance, or as directed by the Architect. ' END OF SECTION 07900 - 3 . Senior Center Reroof - 0843.03 ABBREVIATIONS a AFF. Al AOw FbY . M IL Nbo. N. NR ANTI. AWWAV" ALTA F... BA O—Of Npl Nmal BY. Cl BNmmaM Camal Aalal OA OL Oa Oa Caps CA11L cm NsaTlbl OA Oma0lrartr CAL tmhomO ut OK 0.6s CAB CRIL CmbA CRsbTs FUALL P.T. PYmalavYW P—Tw CONT. CM*— P.TL PAPATs CYpsas OF. DOftOFamlh FLYMi1 PymoO 0A Cwi RA FWD* OPAL ED 0-*p E.0k c., A RA UAL RmpYOpd, ".Tap HF U. Eb Fs R9F. R*t-.Fmlafa u ESL F>o.,aAMF 69&w O.W RFBL RTDO R.rAF�Beadal R.", FA ERm NA A." EpPF. 4ws on ft d W E M VW.M Emory RK BADTL ft . OAPs AMUAWTb ElO. FA Fa Flow ORh BL BA gmft.0.4 6.,0 FA HIE vA" RA ftwmskw F.V. FN FW%* FIM ULM BR 8Y 0—f i BAFN FM M- TF. T.Mpwa PTO. Fmia Tw. T-"Mw y OALY. Orin O&d d Om aw� TA TV. Tapp TV" NC Nc. NmsMW H C ov o CLLO. VAT. 1AhaN Oh Vwcap mTN NCR NY N. NaTw Nmi V. VM. v.m WOW HOW N.b m V.TA VNR.Hd a WNON V.MD V191Sm-w q NBBTL Ni. NA b.A" W kW M—OFFmR SI WA w. VAh N1FSA YAaF City o4 F6rt Collins EFIC REROOF 1501 RIVER5IDE AVENUE FORT GOLLIN5, COLORADO ARCHTECr5 PROJECT No.: 0545.02 CITY OF FORT COLLINS BID No.: - ARCHITECTURAL SYMBOLSI PROJECT NOTES EAfOC.— ...--+ ----- c E�lBmsm _________ CD sft-- s 0" 111�r11u 0alb —� Btrm Osb W1OBme D" eFda. 1 . — Smbmm NldwTl, �, � ��. BUILDING DATA 61'rl ROOFN KU-NFRUM. BaaN KFRO1L50AOF8IR. Rmm His mss RasaMaMs� MATERIALS ® ® o DhsWim Nam BMI OlWabm BmbWm 0 0 MbaF BbWp CdhfLslbm HFFFhsMOm PnwlCamaY FhMSmO Cpo�u�a�Y Rs�vA' FSR (iRW N. FFpaa7 Ba Blss VICINITY MAP /l DRAWING INDEX A1sGIRCLT1A1aAL A.1 noop PLAN A 1.1 DETA" —amw U. anmunmra� aim ®.m�i = = m m = = = = = = = m = = = m m = = 'C J T� w D zo W LL > 0<(6 0 LJJ Z WW-O-. ww�5-j o UWU www 0 LL 00 T- WTCCTS Q( 712 e. CO ao (9M) M25 I-- E P I C ROOF PLAN t Paragraph 3.02, Tear — Off, clarification: The thickness of the existing ' po lyisocyan u rate insulation is assumed to be 4" thick (based on core sampling), tapering to 6" thick at the crickets. DRAWINGS 1. Sheet A7.1 Details, Details D1, D2 on Sheet A7.1: Parapet cap flashing details were incorrectly drawn. The Parapet cap flashing should be a gravel stop style with EPDM membrane lapping over the top side of the flashing to seal. Refer to ' attached sheet AD1.0 for detail. ATTACHMENTS ' 1. 81/2" X 11" SHEET - AD1.0 2. Drawing of Staging Area for Crane and Dumpster attached. Any damaged landscaping will be replaced at the contractor's expense. Revised Bid Scheduled attached. 11 ' Please contact John D. Stephen, CPPO, CPPB, Senior Buyer at (970) 221-6777 with any questions regarding this addendum. ' RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM ' HAS BEEN RECEIVED. 11 L �l 1 POWER OF ATTORNEY (To be used with bonds issued on behalf of U.S. SPECIALTY INSURANCE COMPANY) Know All Men by These Presents That, U.S. SPECIALTY INSURANCE COMPANY (the "Company"), a corporation duly organized and existing under the laws of the State of Texas, and having its principal office in Houston, Harris County, Texas, does by these presents make, constitute and appoint Darrell C. R. Olson 11, Lance M. Olson, Steven L. Walker or Charles J. Schultz of Englewood, Colorado its true and lawful Attomey(s)-in-fact, with full power and authority hereby conferred in its name, place and stead, to execute, acknowledge and deliver any and all bonds, rectignizances, undertakings or other instruments or contracts Df:suretyship to include riders, amendments, and consents of surety, providing the bond penalty does- not. exceed *****Three Million***** Dollars (S ***3,000,000.00*** ) and to bind the Company thereby as fully and to the same extent as if such bonds were signed by the President, sealed with the corporate seal of the Company and duly attested by its Secretary, hereby ratifying and confirming all that the said Attomey-in-Fact may do in the premises. Said appointment is made under and by authority of the following resolutions of the Board of Directors-ofthe U. S. Specialty Insurance Company: Be B Resoh,ed, that the Presiden(, any Vice -President, any Assistant Vice -President, any Secretary or any Assistant Secretary shall be and is hereby vested with full power and authority to appoint any one or more suitable persons as Attomey(s)-in-Fact to represent and act for and on behalf of the Company subject to the following provisions: Aaorne),in-Fact may be given fiill power and authority forand-in the name of and on behalf of the Company, to execute, acknowledge and deliver, any and all bonds, recognizances, contracts, agreements or indemnity and other conditional or obligatory undertakings and any and all notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so _execated by any such Attomey-in-Fact shall be binding upon the Company as If signed by the President and sealed and effected by the Corporate Secretary. -. Be it Resolved, that the signature of any authorized officer and seal of the Company heretofore or hereafter affixed to any power of attorney or any certificate relating thereto by facsiri le;.and any power of anomey or certificate bearing facsimile signature or facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached. (Adopted by unanimous written consent in lieu of meeting on July 7, 2003.) In Witness Whereof, U. S. SPECIALTY INSURANCE COMPANY has caused these presents to be signed by its Vice President, and its corporate seal to be hereto affixed this 2nd day of January, 2008. Corporate Seal pEC/ A h State of California County of Los Angeles ss: U.S. SPECIALTY INSURANCE COMPANY By Adam S. Pessin, Vice President On this 2nd day of January, 2008, before me, Deborah Reese, a notary public, personally appeared Adam S. Pessin, Vice President of ' U.S. Specialty Insurance Company, who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged tome that he/she/they executed the same in his/her /their authorized capacity(ies), and that by -his/her/their signamre(s) on the instrument the person(s), or the entity upon behalf of which -the. person(s) acted, executed the instrument. ' I certify under PENALTY OF PERJURY under the laws of the State of Califomin that the foregoing paragraph is tru, and correct. WITNESS my hand and official seal. ' Signature /!�i/J�✓`` ✓lee•, - -.(seal) ,o—,6ESE c,,,o 211 rwlary l,,lotrc . Calltorrao._ I Loll ^role County. SID Mtca ,EV ro 1111.2011 I, Jeannie Kim, Assistant Secretary of U. S. SPECIALTY INSURANCE COMPANY, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney, executed by said Company, which is still in full force and effect; furthermore, the resolutions of the: Board of Directors, set out in the Power of Attorney are in full force and effect. In Witness Whereof, I have hereunto set my hand and affixed the seal of said Company at Los Angeles, California this 8th day of December , 20 0& Corporate Seal J T LItut Z y C Jeannie I{im, Assistant Secretary 9 ' Bond No. Bid Agency No. 9821 Ponu l AO rob n PARAPET DETAIL n PARAPET DETAIL 11/r=I'-0' SCUPPER DETAIL - 44 n ROOF DRAIN DETAIL I ,/r•ra �ar.A ��.�ao..a�•E w`" lC� COUNTER FLA5HIN6 DETAIL v 3'•1'a °ram CHILLER SUPPORT COLUMN FLASHING DETAIL , vr.ra �LVENT CURB DETAIL W Z) ZO WWU OQui OWZ W�J wwo UWU wwof �O C) u- 00 (IL L-D TECTSPC ronar wwa'xs' w e00oua (aro) :xx-laxo aRaecr aeaa,ox DAiE 111a/09 DRAWN TJB A7.1 0 m = = m m = FORT COLLIN5 SENIOR CENTER ABBREVIATIONS O AFP. AT Ab•w.. K= Ibab OawbR A" &a AN*Wft,AA BWon01 ATE KW INbBuY dbehl BA a.*..& OA 01.W CA ONO C wb c..* ..mtw Or. OA O.C.- 0..W ow Nbr W 09bn C•Ibil C.-d N FUAO P.T. Fk.& .*Y PRE T." cart. C.*— P.a Dro.r D.F. D." ma Pw Da un �P H RO. Dft OADP.dY �Eb F.C. EF. a."C." EriM Fe R.7A ROF. Rvd-TWUN p m—.p•hYdO El Ewa ffiwmeL 8.ft%w0.w REV. RED ftr pooft.bNo Rlob.a EA Er Rl6 . E/d4. EMNpd Spryhw RID. w d Rmlmd aft &AAan W. Esb 60. �0-4 FA FE ft a b Fb. Eriy Lm 6E smDbp— BYYbN BH � &Wm $c—o—h m NA Fbbb Fbu Tl. Td•P•KObp FM F ft TBI. T.".0 * OAV. TPID. O 0*.*.d Op•Ww•bo•d TA nTP. TWO TV" me K Ilbabdp.0 %�OsPa.O UAO. Vitt Lki-N*d Ob••b. TrV. INa N mlw vBTa. V� , V." IOM LD. Htd WbDk.b1 V.TA VAC VWMRod Vb11w —tv baO Nn. b•bbd aw bbBF w WO m wbab oa0. Ibslp Op• Q va wood um mw REROOF 1200 RAINTREE DRIVE FORT COLLINS, C OLORADO ARCHITECT'S PROJECT No.: 0543.05 CITY OF FORT COLLIN5 BID No.: - ARCHITECTURAL SYMBOLSI PROJECT NOTES Pia UW —..— Wft Nw ConW ® W.I OI�m E�Re•d18•A.i _________ 8•RbyBM —o—. O.bl wYlUn —w- 0NUN Bb DA —.e BufBB.db. DNW ® ftau." i -4�--+-- i wren. BUILDING DATA /� ROQARFANO..NPRQW: APPIDL,gOp80 Fr. sot. amab.. m Risex --------- MATERIALS abmrwba Nr DaTRnea•d RrbWm 0 Ybm BbWe O•bPb Odic RbVl bAbea Pnm•Wmb F4bbwNd O�YmF E.R OabrR Pvmd BH eln VICINITY MAP DRAWING INDEX ARGN11[GTVRAL A2.1 RQ71''LAl1 Al.l DCINLS CLLER-Lf1CLE (GYLITECTS.Ix. awDI EFREEBIBiAt rwipoou...aem•. wrm.ml.ma m�ilrmer..mw�c®e mIw rr �rae%a�wuub � gg� C Cm ----------- .......... FORT COLLINS SENIOR CENTER ROOF PLAN (qLJ (LLED-Lf)G-F= a (� SCUPPER DETAIL �.f ,vr,rv� n PARAPET DETAIL v t vr.ra PARAPET DETAIL/1 PARA t vr,r-0' C�Tl t vr.ra n� i�� n ROOF DRAIN DETAIL n COUNTER FLASHING DETAIL Cul PIPE VENT DETAIL �J , yr=ro� n PARAPET DETAIL _ram , vrm•a o E--axwcvu ,1 ROOF HATCH DETAIL t tn•=t'a LL. O W af >o ZoU W CO U W Z Of OF—of W Q F- C/)OfOf c/� � O ZNu- _I` _J O U tr LL (4L lqw GLLQ-Lf1CLE MECH. UNIT OURB DETAIL G4XI-IT6CT6.Q( `/ , vr•ra wwWExS wa. 6 o•,ce Em*>'a..m..__� �-" M•"�r�"^'a*o rom t<a�:rs31820 s II!/ c+�srea(cro) xxs-,exo r,�a.�,o„a c R PRQIECT oaea.Da MlE 115M8 . 'DRAWN TJB Csl VENT CURB DETAIL ^ �. O m m= M. = = = = = m i == m m r 1 1 1 1 1 1 1 1 1 1 1 Rev 10/20/07 00410 00420 00430 SECTION 00400 SUPPLEMENTS TO BID FORMS Bid Bond Statement of Bidder's Qualifications Schedule of Subcontractors Section 00410 Page 1 Bidder acknowledges that the OWNI'.tL has the right to do .Ictc :i_tcros irI the Bid or change quanti.tics at his so3.c discretion without affecting the Agreemei,t or tar, i cc.s of any item so 3 oaig as the dc.t c IJ on or change, does not oxceod t cnty -fi.vo p nrccrrt_ (25 %) of the total. Agr_emcrit, Lyr -cc. SIMMr C',C D: BY . Signature Date �� � o -� �c(1 eC 'Title v V T,i_corf3c Numb^r 1�iy'��aRrO wncdiRi�w9�Rw�a��• ' S HEATHER A. SHULL (Seal if3i_d i-s try corpor_ati-on) / / NOiARr PUBLIC 0 I STATE W , CULURADO 0 r"ttest Address j q5 L,�Epsxpires (��imerC C.j� cv gUvzz oTelephone 3O3 ( Z 6 SS %,5- Rev 10r20/07 SecLi_on 00300 Paae 3 St',CTION 00300 B 11) FOR'M PROD-C'f: 31d 1126 Rooting at and seflj-or Cont-et- Add -- n dum L I a cc Date -D i. Jn compliance with your Invitation to Y,,,jd, dated 20 and subject to a 1.). cond.ittons 1 -- he ?- - o f 1 he undersigned a (Corporation, Limited Liabil-i-1--y Company, Partnership, Joint Venture, or Sole Proprietor) authori-r--d to �do buz3in05:3 in the State of Colorado hereby proposes to furnish and do ovury-L-bil)q ):-c-q _u-i,Y-Qci by the contract Documents to which this refers for the construction of all items listed on the f(-)3J,owji-)(j BJ-d Schedule or I'Od Schcd-u-Ics. 2. The undorsiqnod Bidder does hQr.-cby tI,,claro and stipulato that this proposal is made in good faith, without collusion or connection with any other person or persons 13iddi-ng for the 3,1(fte Work, and i-hal- i-1- is made in i conditions of the PLIrSuancc of and sub cct to al]. Lbe terms, and c 1 n - Invitation to, Bid and 1[yistructior'Is to P'J.dd(:--rs, the Agreement, the detai,].E-,d Spcei,fi-cations, and the Orawings. pertaining to the Work to be, done, all. of which have been examined by the undcrsigncd. 3. Accompanying th.-i's tf3J-d is a c-rtJUfJ . or cashie,r's chock or standard Bid I 1;��k bond i-n the sum of -�� - a f K- ($ i)) ao'co:Cdalice wJJJ) the -[j)Vitatjojj To kI: d a))d " i)structions to Bidders. 4. The undors-ii-griod. W'ddor agrec!-j to execiito the Ptgrcomcnt and a PcrPormance Bond and a Payment Bond for the amount of the total_ of this Bid within fifteen (1.1)) calendar days crom the date when the wri-ton notice of the award oi the contract i-s dc-]Avored to hi -at at the address q-J.von on this Bid. !'be name and address of the coTpo-'ratc s'oxcty w:i-tb which the 11iddcr proposes furnjsh M)c sXec:Lf".3,C-d porf;ormaricc and Payment bonds is as j?_qo 5. -7-7040 All the vari.ous phases oi-* Work enumerated in the Contract- Documents with their indjtvjtduaI jobs and overhead, whether spociEjxally mentioned, included by imp-1--i-caLi.on or appurtenant thoroi--o, are to be performed by the CONTRACTOJ2 under one of tbo Jtem.^ -13sted in the j3J-d Schcdu).c, irrespective of whe-thcx- A is named in said list. 6. Payment for Work performed w-i-I.-I be i.n accordance with the flid Schedule or. 13j-d Schedules subjocl'- to changes --1'3 provi-dod J.n the Con!--t--act Documents. ' .7, dd0 .n<) the' undersigned 3ir hereby ackw,I-,--dqo.' rocoi-pi- oi- - Addenda No. the ouc3h _ IRev top?-0/07 Sect-J.on 00300 Page 1 I 8. 11,11) SCIJEDULE" 17 P I c Lump Suitt I Altcr.natn to add I" [.SO insul-al-i-on a.oavc cxistiDq JSO insulation. 2. Alternate to add I�I?DM over. small rticchan-icaJ roof 3. Unit price to cep,tace all ,3ky,LJ-(g-I1It--.:-) 4. Unit price to ropl-ace damaged 'ISO. !). Unit price ior, IX -tail P.D3.0 parapet_ cap fA-ashj.i)q ISenior coft!;Or Kilm-ev.) Sh-U-11 1. Alternate for 2,0 year water tight— NDL., " No MZmufacturcr WZ,1rranty. 2. Alternate for 25 ycar water tight, 11 NT)],, - No Tj-rjiij,, Warranty. 3. Alternate to use "Envinsa 0oard over the rigid insulation. 4. Unit price tor, 411, parapet cap flashi,j)q 5. Unit price tor 42 prcfjrj--'Lshc-d x--idqc/b:q) sh--ing-les i 6c" mot e- k Lump .31-ira Itotal tor -4,pio and Sonj-0-r 03---nt;-or F Ords 1 9. PRIUS The foregoing pric-cs shall inctude all- Labor, transportation, sharing, rcmlova.], do%,at-cring, ovorhr--,,dI, profit, jnsL)rancc, etc., to covor the como-letc Work in p3,acc of the sewra.-I kJoids callcd iw7. IRev 10/2007 Sec Lion 00300 ,?age 2 I 0 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 1 . he desires. Name of Bidder: �G3 c t GjpeCt�l�3fS LGC 2. Permanent main office address: �-RqS(xV-i(Cmgwz?- 3. When organized: ©ZCq� ' 4. If a corporation, where incorporated: CD ' 5. How many years have you been engaged in the contracting business under your present firm or trade name? to ' 6. Contracts on hand: (Schedule these, showing the amount of each contract and the approp late anticipated dates of completion.) O0o, 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? IV 0 If so, where and why? 10. Are you debarred by any government agency? 1" 6 If yes list agency name. Rev 10/20/07 Section 00420 Page 1 1R 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. yy�r / kk I o g 1 \f��v ' , _ J \111 _ �� 1 �o , �, [� ' 12. List your major equipment available for this contract. "IL e� q, R t' -A ' 13. Experience in construction Work similar in importance to this project: 3'l -7 1 Q t1 Q0 ' 14. Background and experience of the principal members of your organization, ' including officers: �>�'u — 10 'l- :: e o �ej GD 4'vl Meg r d" COG ' 15. 06 - Credit available: $ 1�1 od©, ' 16. Bank reference: ���'�`m`�tnP°>y ' ✓���� 3o3-32Z b��1 - 17. Will you, upon request, fill out a detailed financial statement and ' furnish any other information that may v e.5 - be required by the OWNER? ' 18. Are you licensed as a General CONTRACTOR? If yes, in what city, county and state? class, license and numbers? 0 - ZZSg-�) — 'tie, Cp " What ' 19. Do you anticipate subcontracting Work under this Contract? .J0 - If yes, what percent of total contract? ' and to whom? 20. Are any lawsuits pending against you or your firm at this time?- ' IF yes, DETAIL I Rev 10/20/07 Section 00420 Page 2 1 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: QoIJZ�ro 5PE6, 5� ,, LLC. t2. Permanent main office address: t--t)� 5 Cec�o seE C�1�^t,Caa g�� 3. When organized: ©Zeq� ' 4. If a corporation, where incorporated: CD How many years have you been engaged in the contracting business under your present firm or trade name? (0 ' 6. Contracts on hand: (Schedule these, showing the amount of each contract and the approp iate anticipated dates of completion.) General character of Work performed by your company:. Have you ever failed to complete any Work awarded to you? If so, where and why? Have your ever defaulted on a contract? 0 If so, where and why? Are you debarred by any government agency? If yes list agency name. IV6 I Rev 10/20/07 Section 00420 Page 1 21. What are the limits of your public liability? DETAIL What company? V�- VA t eU 22. What are your company's bonding limitations? 1, Qe)O, 000 ' 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 (Z (, [ 5 this L4IXI day of 200g . Name of Bidder B y : Title: State of County of As ) tbeing 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 S- day ofDP(eMber , 20L$ ' Notary Public ; MELISS;PWAS" o 6 STATE A FFYU ROR'AUO r i My"� Qsmrr �k'pir4e 23, �011 My commission expires f` )r, %4 m�Y 2,3 I Rev 10/20/07 Section 00420 Page 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Independent Roofing Specialists, LLC 4995 Locust St, Commerce City, CO 80022 December 10, 2008 RE: City of Ft. Collins EPIC & Senior Center Reroofing Projects We are in receipt of and acknowledge Addendum # 1 Ph: (303)426-8575, Fax: (303)426-8562 11. List the more important projects recently completed by your company, ' stating the approximate cost of each, and the month and year completed, locations and type of construction. �^�-] — �t Ci L 1 Ci(�.R�r� \ J A trnh.n.� (� -- 3� % (� 12. List your major equipment available for this contract. ' Tr\,-&°7 r(�C e.h �l G28� , 00� cd t`n.i-y L P��faa a !1 (on (Doe) . ou ' 13. Experience in construction Work similar in importance to this project: 1 14. Background and experience of the principal members of your organization, including officers: ' e0 15. Credit available: $ oo©, ' 16. Bank reference: C(Or&' y'b �S �jom� '3o3--52Z -, Gq-Z 17. Will you, upon request, fill out a detailed financial statement and ' furnish any other information that may be required by the OWNER? 4e5 - 18. ' Are you licensed as a General CONTRACTOR? If yes, in what city, county and state? 'e - C_p What class, license and numbers? n-- ' 19. Do you anticipate subcontracting Work under this Contract? �J0 - If yes, what percent of total contract? - ' and to whom? 20. Are any lawsuits pending against you or your firm at this time? /U atf12 - ' IF yes, DETAIL ' Rev 10/20/07 Section 00420 Page 2 21. What are the limits of your public liability? DETAIL Z, 00010EO — C.L_ Poy\e What company? k�A{ k - 22. What are your company's bonding limitations? 1, O0C), 006 , 23. The undersigned hereby authorizes and requests any person, firm or corporation to furnish any information requested by the OWNER in verification of Qualifications. the recital comprising this Statement of Bidder's Dated at this Li'�" day of 200g. Name of Bidder 1 By: Title: State of Cz County of Ibeing 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 S day ofDP(eO)'ber 20AD-S: I \ W Y Y Y arYYY Y Y 0Y0A Y NotaryPublic f MELIS�SRAO i4S , $ + NO'I'�L�C 01 aeSTATeRADO 0 MY � fl�s M-v fi �O 'p1r®a N ay 23, 2011 My commission expires f-T)n, �7 2,1 ar)I 1 0 IRev 10/20/07 Section 00420 Page 3 Independent Roofing Specialists, LLC 4995 Locust St, Commerce City, CO 80022 Ph: (303)426-8575, Fax: (303)426-8562 December 10, 2008 RE: City of Ft. Collins EPIC & Senior Center Reroofing Projects We are in receipt of and acknowledge Addendum # I 1 1 1 1 SECTION 00430 SCHEDULE OF SUBCONTRACTORS List all subcontractors for the work items listed below and all subcontractors performing over 20% of the contract. ITEM SUBCONTRACTOR Section 00430 Page 1 SECTION 00500 AGREEMENT FORMS 00510 Notice of Award 00520 Agreement 00530 Notice to Proceed i 1 1 1 1 ' SECTION 00510 NOTICE OF AWARD Date: December 22, 2008 TO: Independent Roofing Specialists ' PROJECT: 6126 Roofing Project at EPIC and Senior Center OWNER: CITY OF FORT COLLINS (hereinafter referred to as "the OWNER") ' You are hereby notified that your Bid dated December 10, 2008 for the above project has been considered. You are the apparent successful Bidder and have ' been awarded an Agreement for 6126 Roofing Project at EPIC and Senior Center. EPIC Base Bid Lump Sum Total: $113,218.00 +(Alternate No. 1: Add 1" ISO Insulation $ 29,106.00 ' above existing ISO insulation) + (Alternate No. 2: Add EPDM over $ 1,244.00 Small mechanical roof) ' + (Alternate No. 3: Unit price $ 16,796.00 to replace all skylights) + Replace all ISO at $1.68 $ 84,058.80 per square foot + Replace AD1.0 parapet cap flashing $ 8,000.00 at $5.00 per linear foot $252,422.80 Senior Center Base Bid Lump Sum Total: $ 64,190.00 ' +,(Alternate No. 2: 25 year water tight, $ 7,577.00 "NDL", No Dollar Limit, Manufacturer Warranty + (Alternate No. 3: Add Invinsa Board $ 3,219.00 over the rigid insulation) + Replace #lA parapet cap flashing $ 4,000.00 at $5.00 per linear foot + Replace #2 prefinished hip/ridge $ 4,000.00 shingles at $2.50 per linear foot $ 82,986.00 The Price of your Agreement is $335,408.80. ' 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 January 6, 2009. Section 00510 Page 1 You must deliver to the OWNER three (3) fully executed counterparts of the Agreement including all the Contract Documents. Each of the Contract Documents must bear your signature on the cover of the page. 2. You must deliver with the executed Agreement the Contract Security (Bonds) as specified in the Instructions to Bidders, General Conditions (Article 5.1) and Supplementary Conditions. ' Failure to comply with these conditions within the time specified will entitle OWNER to consider your Bid abandoned, to annul this Notice of Award and to declare your Bid Security forfeited. ' Within ten (10) days after you comply with those conditions, OWNER will return to you one (1) fully -signed counterpart of the Agreement with the Contract Documents attached. ' City of Fort Collins OWNER By: �4�E 0��� Ja es B. O'Neill, II, CPPO, FNIGP D'redtor of Purchasing & Risk Management 1 ' 7/96 Section 00510 Page 2 SECTION 00520 ' AGREEMENT THIS AGREEMENT is dated as of the 22nd day of December in the year of 2009 and ' shall be effective on the date this AGREEMENT is signed by the City. The City of Fort Collins (hereinafter called OWNER) and ' Independent Roofing Specialists (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 6126 Roofing ' Project at EPIC and Senior Center and is generally described in Section 01010. ARTICLE 2. ENGINEER The Project has been designed by Aller Lingle Architects, who is hereinafter called ENGINEER and who will assume all duties and responsibilities and will ' have the rights and authority assigned to ENGINEER in the Contract Documents in connection with completion of the Work in accordance with the Contract Documents. ' ARTICLE 3. CONTRACT TIMES ' 3.1 The Work shall be Substantially Complete within One Hundred Eighty 180) 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 One Hundred ' Ninety (190) calendar days after the date when the Contract Times commence to run. ' 3.2. Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the essence of this Agreement and that OWNER.will suffer financial loss if the Work is not completed within the times specified in paragraph 3.1. above, plus ' any extensions thereof allowed in accordance with Article 12 of the General Conditions. They also recognize the delays, expenses and difficulties involved in proving in a legal proceeding the actual loss suffered by OWNER if the Work is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as penalty) ' CONTRACTOR shall pay.OWNER the amounts set forth hereafter. n Section 00520 Page 1 SECTION 00300 ' BID FORM PROJECT: Bid 6126 Roofing Project at EPIC and Senior Center Addendum 1 Place ' ,Date 1. In compliance with your Invitation to Bid dated 20_ 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: ' S. 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 ' Rev 10/20/07 Section 00300 Page 1 ' 1) Substantial Completion: Five Hundred Dollars ($500.00) for each calendar day or fraction thereof that expires after the ninety (90) calendar day period for ' Substantial Completion of the Work until the Work is Substantially Complete. 2) Final Acceptance: After Substantial Completion, Two Hundred Fifty Dollars ($250.00) for each calendar day or fraction thereof that expires after the seven(7) 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: ($335,408.80), Three Hundred Thirty Five Thousand Four Hundred Eight Dollars ' and Eighty Cents, in accordance with Section 00300, attached and incorporated herein by this reference. ' ARTICLE S. 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. Ail measured by progress payments will be on the basis of the progress of the Work 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 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 �J ' Section 00520 Page 3 conditions of the Contract Documents, including specifically the provision of ' paragraph 4.3. of the General Conditions. 6.5. CONTRACTOR has correlated the results of all such observations, ' examinations, investigations, tests, reports and data with the terms and conditions of the Contract Documents. 6.6. CONTRACTOR has given ENGINEER written notice of all conflicts, ' errors or discrepancies that he has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR. ' ARTICLE 7. CONTRACT DOCUMENTS 7.1 The Contract Documents which comprise the entire Agreement between ' OWNER and CONTRACTOR concerning the Work consist of the General Conditions, Supplementary Conditions, those items included in the definition of "Contract Documents" in Article 1.10 of the General Conditions, and such other items as ' are referenced in this Article 7, all of which are incorporated herein by this reference. 7,.2 Forms for use by CONTRACTOR in performing the Work and related actions in carrying out the terms of this Agreement are deemed Contract Documents and incorporated herein by this reference, and include, but are not limited to, the following: ' 7.2.1Certificate of Substantial Completion 7.2.2 Certificate of Final Acceptance ' 7.2.3Lien Waiver Releases 7.2.4 Consent 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: Sheet 1 Drawing Index - EPIC Sheet 2 A2.1 Roof Plan - EPIC Sheet 3 A7.1 Details - EPIC Sheet 4 Drawing Index - Senior Center Sheet 5 A2.1 Roof Plan - Senior Center Sheet 6 A7.1 Details - Senior Center ' The Contract Drawings shall be stamped "Final for Construction" and dated. Any revisions made shall be clearly identified and dated. ' 7:4. Addenda Numbers 1 to 1, inclusive. 7.5. The Contract Documents also include all written amendments and ' other documents amending, modifying, or supplementing the Contract Documents pursuant to paragraphs 3.5 and 3.6 of the General Conditions. I Section 00520 Page 4 Fi 7.6. There are no Contract Documents other than those listed or ' incorporated by reference in this Article 7. The Contract Documents may only be amended, modified or supplemented as provided in paragraphs 3.5 and 3.6 of the General Conditions. ARTICLE 8, MISCELLANEOUS 8.1. Terms used in this Agreement which are defined in Article I of the General Conditions shall have the meanings indicated in the General ' Conditions. 8.2. No assignment by a party hereto of any rights under or interests in ' the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and specifically but not without limitations, moneys that .may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment no assignment will release or ' discharge that assignor from any duty or responsibility under the Contract Document. 8.3. OWNER and CONTRACTOR each binds itself, its partners, successors, ' assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect to all covenants, Agreement and obligations contained in the Contract Document. 1 1 1 1 Section 00520 Page 5 r 11 F I L OWNER:, CITY OF FORT COLLINS By: JAME ` B� O' NEILL II, CPPO, FNIGP ,.DIRECTOR OF PURCHASING AND RISK MANAGEMENT Date: Attest: CONTRACTOR: Independent Roofing Specialists By �o�FOR X� SEAS, City Clerk Cuj Address for giving notices: P. 0. Box 580 Fort Collins, CO 80522 Approved as Form r Assi ant C't orney Title Date: tra,�2J� l 6 (CORPORATE SEAL) Attest: 1 Address for giving notices: LICENSE NO.: (Z I _7 00 Section 00520 Page 6 SECTION 00530 NOTICE TO PROCEED Description of Work: 6126 Roofing Project at EPIC and Senior Center 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: Independent Roofing Specialists By: Title. Section 00530 Page 1 SECTION 00600 BONDS AND CERTIFICATES 00610 Performance Bond 00615 Payment Bond 00630 Certificate of Insurance 00635 Certificate of Substantial Completion 00640 Certificate of Final Acceptance 00650 Lien Waiver Release (CONTRACTOR) 00660 Consent of Surety 00670 Application for Exemption Certificate 11 I ISECTION 00610 I PERFORMANCE BOND Bond No. 1000791686 ' KNOW ALL MEN BY THESE PRESENTS: that (Firm) INDEPENDENT ROOFING SPECIALISTS, LLC (Address) 4995 LOCUST STREET, COMMERCE CITY, CO 80022 ' (an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal" and ' (Firm)U.S. SPECIALTY INSURANCE COMPANY (Addy ess)13403 NORTHWEST FREEWAY, HOUSTON, TX 77040 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 THREE HUNDRED THIRTY FIVE THOUSAND FOUR HUNDRED EIGHT AND* 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. ' *80/100 DOLLARS ($335,408.80) THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a certain Agreement with the OWNER, dated the22ND day of 20fl$, a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins project,6126 Roofing Project at EPIC and Senior Center. ' 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. Section 00610 Page 1 ' Rev 10120107 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, this29THday of CEMBER , 2008 . ' IN PRESENCE OF: Principal INDEPENDENT ROOFING SPECIALISTS, LLC J (Title) ' 4995 LOCUST STREET, COMMERCE CITY, CO 80022 (Address) (Corporate Seal) IN PRESENCE OF: Other partners By: 1 By: PRESENCE OF: Surety U P CIA Y INSURANCE COMPANY V By : -_ C LES . SCHUf ATTORNEY -IN -FACT J .4 { 3 a Ly f' 5 `� NNiFE -°-L COX, SECRETARY 13403 NORTHWEST FREEWAY HOUST.ON TX 77040 (Address) �� •`�(` deal )X" �t�'1O uxrty* Date Y Bond must not "f,,p�� be prior to date of Agreement. Nt3�Fs� .of °�oy�If-CONTRACTOR is Partnership, all partners should execute Band. 4dfQQ -SCE QeiR•3 9. Section 00610 Page 2 ' Rev 10/20/07 ro SECTION 00615 ' PAYMENT BOND Bond No,1000791686 ' KNOW ALL MEN BY THESE PRESENTS: that ' (Firm) INDEPENDENT ROOFING SPECIALISTS, LLC (Address) 4995 LOCUST STREET, COMMERCE CITY, CO 80022 (an Individual), (a Partnership), (a Corporation), hereinafter referred to as ' the "Principal" and (Firm) U.S. SPECIALTY INSURANCE COMPANY (Address) 13403 NORTHWEST FREEWAY, HOUSTON, TX 77040 hereinafter referred to as "the Surety", are held and firmly bound unto the CitV of Fort Collins, 300 Laporte Ave., Fort Collins, Colorado 80522 a (Municipal Corporation) hereinafter referred to as "the OWNER", in the penal sum of THREE HUNDRED THIRTY FIVE THOUSAND FOUR HUNDRED EIGHT*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. ' *AND 80/100 DOLLARS ($335,408.80) THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a certain Agreement with the OWNER, dated the 22NDday of DECEMBER , 2008, a copy of which is hereto attached and made a part hereof for the performance ' of The City of Fort Collins project, 6126 Roofing Project at EPIC and Senior Center. ' 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, Section 00615 Page 1 Rev 10/20/07 8. BID SCHEDULE EPIC Lump Sum $ 1. Alternate to add 1" ISO insulation $ above existing ISO insulation. 2. Alternate to add EPDM over small mechanical roof $ 3. Unit price to replace all skylights $ ea 4. Unit price to•replace damaged ISO. $ 5. Unit price for Detail AD1.0 parapet cap flashing $ Senior Center Lump Sum 1. Alternate for 20 year water tight, "NDL," No Dollar Limit, Manufacturer Warranty. 2. Alternate for 25 year water tight, "NDL," No Dollar Limit, Manufacturer Warranty. 3. Alternate to use Invinsa Board over the rigid insulation. 4. Unit price for #lA parapet cap flashing 5. Unit price for #2 prefinished ridge/hip shingles Lump sum total for Epic and Senior Center In Words h 9. PRICES The foregoing prices shall include all labor, materials, transportation, shoring, removal, dewatering, overhead, profit, insurance, etc., to cover the complete Work in place of the several kinds called for. Rev 10/20/07 Section 00300 Page 2 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, this29TH day of DECEMBER , 2008. ' IN PRESENCE OF: Principal INDEPENDENT ROO ING SPECIALISTS, LLC By: (Title) 4995 LOCUST STREET, COMMERCE CITY, CO 80022 (Address) ' (Corporate Seal) IN PRESENCE OF: other Partners ' IN PRESENCE OF: n s 6 F NNIFEA � , )X.. SECRE Suret,lp?. Sf PECRLTY INSURANCE COMPANY By: CHARL J. S TZ, ATTORNEY -IN -FACT 13403 NORTHWES FREEWAY, HOUSTON_ TX 77040 (Address) must not be prior to date of Agreement. is Partnership, all partners should execute Bond. ' Section 00615 Page 2 Rev 10/20i07 1 ' POWER OF ATTORNEY (To be used with bonds issued on behalf of U.S. SPECIALTY INSURANCE COMPANY) Know All Men by These Presents That, U.S. SPECIALTY INSURANCE COMPANY (the "Company), a corporation duly 1 organized and existing under the laws of the State of Texas, and having its principal office in Houston, Harris County, Texas, does by these presents make, constitute and appoint Darrell C. R. Olson II, Lance M. Olson, Steven L. Walker or Charles J. Schultz of Englewood, Colorado 1 its true and lawful Attomey(s)-in-fact, with full power and authority hereby conferred in its name, place and stead, to execute, acknowledge and deliver any and all bonds, recognizances, undertakings or other instruments or contracts of suretyship to include riders, amendments, and consents of surety, providingg the bond penalty does not exceed 1 *****Three Million***** Dollars ($ ***3,000,000.00*** ) and to bind the Company thereby as fully and to the same extent as if such bonds were signed by the President, sealed with the corporate seal of the Company and duly attested by its Secretary, hereby ratifying and confirming all that the said Attomey-in-Fact may do in the premises. Said appointment 1 is made under and by authority of the following resolutions of the Board of Directors of the U. S. Specialty Insurance Company: Be irResolved. that the President. any Vim -President, any Assistant Vice -President, any Secretary or any Assistant Secretary shall be and is hereby vested with full power and authority to appoint any one or more suitable persons as Anomey(s)-in-Fact to represent and act for and on behalf of the Company subject to the following provisions: 1 Arrorney-in-Fact may be given full power and authority for and in the time of and on behalf of the Company, to execute, acknowledge and deliver, any and all bonds, recognizances, contracts, agreements or indemnity and other conditional or obligatory undertakings and any and all notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such Anomey-in-Fact shall be binding upon the Company as if signed by the President and sealed and effected by the Corporate Secretary. 1 Be it Resolved. that the signature of any authorized officer and seal of the Company heretofore or hereafter affixed to any power of attorney or any certificate relating thereto by facsimile, and any power of attorney or certificate bearing facsimile signature or facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached. (Adopted by unanimous written consent in lieu of meeting on July 7, 2003.) In Witness Whereof, U. S. SPECIALTY INSURANCE COMPANY has caused these presents to be signed by its Vice President, and its corporate seal to be hereto affixed this 2nd day of January, 2008. Corporate Seal a tqt� U.S. SPECIALTY INSURANCE COMPANY By State of California 1 County of Los Angeles ss: Adam S. Pessin, Vice President On this 2nd day of January, 2008, before me, Deborah Reese, a notary public, personally appeared Adam S. Pessin, Vice President of U.S. Specialty Insurance Company, who proved to me on die basis of satisfactory evidence to be the person(s) whose name(s) 1 is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his /her /their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. 1 I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. DEBORAH REESE HCoo�n�9�o.nch/. CC1Or.1I,Signature We,?,y4 /1eG—(Seal) L IoIO2I1M 1 a I rA/ 1 1, Jeannie Kim, Assistant Secretary of U. S. SPECIALTY INSURANCE COMPANY, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney, executed by said Company, which is still in full force and effect; furthermore, the resolutions of the Board of Directors, set out in the Power of Attorney are in full force and effect. 1 In Witness Whereof, I have hereunto set ,my'hand and affixed the seal of said Company at Los Angeles, California this29TH day of DECEMBER 20 08. . 1 Corporate Seal PEcr <rF Jeannie Kim, Assistant Secretary 1 °woo Bond No. 1000791686 ' Agency No. 9821 POAMA01ro6 14 SECTION 00630 CERTIFICATE OF INSURANCE CONTRACTOR shall insert his own standard form for Certificate of Insurance. Rev 10/20/07 Section 00630 Page 1 Date: 1/5/2009 Time: 1:28 PM To: John Stephen @ 1-970-221-6707 Page: 003 r.nenrs: asycc UINUER00 ACOR& CERTIFICATE OF LIABILITY INSURANCE MIDD/YYYY) 1/05/ o1/os/2oos PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION HRH of Colorado ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 720 South Colorado Boulevard Suite 600N HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Denver, CO 80246 INSURERS AFFORDING COVERAGE NAIC # INSURED Independent Roofing Specialists, LLC 4995 Locust Street INSURER A: Continental Western Insurance 10804 INSURER B. Pinnacol Assurance 41190 INSURER C Commerce.City, CO 80022 INSURERIX INSURER E ' COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR DDR' NS TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION DATE LIMITS A GENERAL LIABILITY CNP2587871 10/15/08 10/15/09 EACH OCCURRENCE $1 OOO QOO X COMMERCIAL GENERAL LIABILITY CLAIMS MADE 5x] OCCUR DAMAGE TO RENTED $250 O00 MED EXP (Any one person) $5 000 X PD Ded:$5,000 PERSONAL 8 ADV INJURY $1 00O 000 CLCGO020 0307 GENERAL AGGREGATE s2,000,000 X GEN'L AGGREGATE LIMIT APPLIES PER: POLICY FXJECT1 X LOC PRODUCTS - COMP/OP AGG s2,000,000 A AUTOMOBILE X LIABILITY ANYAUTO CNP2587871 10/15/08 10/15/09 COMBINED SINGLE LIMIT (Ea accident) $1,000,000 BODILY INJURY (Per person) $ ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS X BODILY INJURY (Per accident) $ X PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ OTHERTHAN EAACC $ ANYAUTO $ AUTO ONLY: AGG A EXCESSAIMBRELLA LIABILITY X OCCUR ❑ CLAIMS MADE CU2596758 10/15/08 10/15/09 EACH OCCURRENCE $1 000 000 AGGREGATE $1 000 000 $ DEDUCTIBLE RETENTION $ 0 $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETORIPARTNER/EXECUTIVE OFFICERIMEMBER EXCLUDED? If yes, describe under 4096550 10/01/08 10/01/09 X WC STATU- I OTH- E.L. EACH ACCIDENT $500 000 E.L. DISEASE - EA EMPLOYEE $SQO OOO E.L. DISEASE -POLICY LIMB $500000 SPECIAL PROVISIONS below A OTHER Equipment _ CNP2587871 10/15/08 10/15/09 $507,273 TIV $1,000 Ded. A Real & BPP CNP2587871 10/15/08 10/15/09 $416,000 TIVI$500 Ded. DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS Project Descriptions: EPIC Center, 1801 Riverside, Fort Collins, CO Senior Center,1200 Raintree Drive, Fort Collins, CO The following are Additional Insureds as respects General Liability (See Attached Descriptions) City of Fort Collins 215 North Mason 2nd Floor,P.O. Box 580 Fort Collins, CO 80522 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL Ant DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE 1 __..— J­u r oT s 9zb1& 4t$/MbUS97Z 8LKNI 0 ACORD CORPORATION 1988 Date: 1/5/2009 Time: 1:28 PM To: John Stephen @ 1-970-221-6707 1 f IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. IM IUMI LOti7 kLUu Ilu6) 2 01 3 #5618348IM608912 Page: 004 Date: 1/5/2009 Time: 1:28 PM To: John Stephen @ 1-970-221-6707 Page: 005 .11 .......... DESCRIPTIONS (Cfyrttined from Page 1 j only if required by written contract and coverage applies only as respects ongoing operations performed by the Insured for the Additional Insureds. Additional Insureds: City of Fort Collins All coverage terms, conditions and exclusions of the policy apply. The Additional Insured endorsement which is referenced above under "Type of Insurance -General Liability" is attached. This Certificate of Insurance represents coverage currently in effect and may or may not be in compliance with any written contract. * The following cancellation conditions always apply: -10 days for non-payment of premium - If policy shown, 10 days for Workers' Compensation for fraud; material misrepresentation; non-payment of premium; other reasons approved by the Commissioner of Insurance e_m. u.o tcw uvo) J Oi J AOC72f i4tNIVIWtf'J7L Date: 1/5/2009 Time: 1:28 PM To: John Stephen @ 1-970-221-6707 Page: 006 W P. i : THIS ENDORSEMENT CHANCES THE POLICY. PLEASE READ IT CAREFULLY. CLCG0020030i CONTRACTORS' COMMERCIAL GENERAL LIABILITY ENHANCEMENT ENDORSEMENT rhls endorsement modifies Insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART 4. MEDICAL PAYMENTS If SECTION I — COVERAGE C MEDICAL PAYMENTS is not otherwise excluded from this Coverage Path 1. The Medical Expense Limit provided by this policy, subject to the terms of SECTION III - LIMITS OF INSURANCE, shall bE the greater of: , a. $10,000; or b. The Medical Expense Limit shown 16 the Declarations of this Coverage Part 3. FIRE, LIGHTNING, EXPLOSION, SMOKE AND SPRINKLER LEAKAGE DAMAGE TO PREMISES YOU RENT If damage to,premises rented to you under Coverage A. Is not otherwise excluded from this policy; the following applies: 1. The last paragraph of SECTION I — COVERAGE A.Z. Exclusions Is deleted and replaced by the following: Exclusions c. throuh n. do not apply to damage by. fire, Ifghtning, explosion or sprinkler leakage to premises while renter to your or temporanry occupied by you with permission of t e owner. A separate limit of Insurance applies to this coverage as described in SECTION III — LIMITS OF INSURANCE. 2. Paragraph 6. of SECTION III — LIMITS OF INSURANCE is deleted and replaced by the following: 6. Subject to S. above, the greater of. a. $300,000; or b, the Damage To Premises Rented To You limit shown In the Declarations; is the most we vvkil pay under COVERAGE A for damages because of "property damage' to any one premises, while rented to you, or tem�oradly occ%ed by you with the permission of the owner arising out of any one fire, Ilghtning explosion or sprinkler leakage incident S. Paragraph A.b.(1l(b) Other Insurance of SECTION IV —COMMERCIAL GENERAL LIABILITY CONDITIONS Is deletac and replaced by ilia following: (b) ThaE is Fire, Lightning, Explosion or Sprinkler Leakage Insurance for premises rented to you or temporarily occupied by you with the permission of the owner; 4. Paragraph S.a. of SECTION V — DEFINITIONS Is deleted and replaced by the following: a. A contract for a lease of premises. However, that portion of the contract for a lease of premises that Indemnifies an} person or organization for damage by fire; lightning, explosion or sprnkder leakage to promises while rented to you of temporariiy occupied by you with permission of the owner is not an Insured contract'; NON -OWNED WATERCRAFT 1. Paragraph g.(2) of SECTION I — COVERAGE A.2, Exclusions is deleted and replaced by the following: A watercraft you.do not own that is: (a) Less than 51 feet long; and (b) Not used to carry persons or property for a charge. 3. SUPPLEMENTARY PAYMENTS , SECTION I — SUPPLEMENTARY PAYMENTS — COVERAGES A AND B Is amended as follows: 1. The Ilmlt of insurance In paragraph 1,b, Is increased frgm $250 to $2,600; and 2. The limit of insurance in paragraph i.d. is increased from $250 to $500, °. AUTOMATIC ADDITIONAL INSURED —SPECIFIED RELATIONSHIPS The following Is added to Paragraph 2. of SECTION U -WHO 18 AN INSURED: e. Any person or organization described In paragraph f, below, whom you and such person or organization have agreed it writing in a contract or agreement that such person or organization be added as an additional insured on your policy. Date: 1/5/2009 Time: 1:28 PM To: John Stephen @ 1-970-221-6707 Page: 007 1 1 Such person or organization Is an Insured provided; (1) The written or oral contract or agreement is: (a) Currently in effect or becomes effective during the pollcy perlod; and (b) Executed prior to an 'occurrence" or offense to which this insurance would apply. (2) They yy are not specifically designated as an additional insured under any other provision of, or endorsement added to thif. Only the following persons or organizations are additional Insureds under this endorsement, and coverage provided to su& additional insureds is limited ss provided herein: (1) The manager or lessor of a premise teased to you, but only with respect to liability arising from the ownership maintenance or use of that part of the premises leased to you and subject to the following additional exclusions: This insurance does not apply to: (a) Any "occurrence" which takes place after you cease.to be a tenant of that premises. (b) Structural alterations, new construction or demolition operations performed by or on behalf of the manager of lessor. (2) Any person or organization from whom you lease equipment, but only with respect to liability for "bodily injury" "property damage or "personal and advertising Injury" caused, in whole or in part, by your maintenanoe, operation of use of equipment leased to you by such person(s) or organization(s). However, this insurance does not apply to any "occurrence" which takes place after the equipment lease expires, (3) Any state or political subdivision, subject to the following additional provision: This insurance applies only with respect to the following hazards for which the state or political subdivision has issues a permit in connection with premises you own, rent, or control and to which this insurance applies: (a) The existence, maintenance, repalr, construction, erection, or removal of advertising signs awnings, canopies cellar entrances, coal holes, ddriveways, manholes, marquees, hoist away openings, sidewalk vaults, stree• banners, or decorations and similar exposures; or (b) The construction, erection, or removal of elevators; or (c)The ownership, maintenance, or use of any elevators. ADDITIONAL INSURED —OWNERS, LESSEES OR CONTRACTORS —AUTOMATIC STATUS 1. SECTION II — WRO IS AN INSURED is amended to include as an additional insured any person or organization for whorr you are performing operations when you and such person or organization have agreed In writing in a contract of agreement that such person or organization be added as an additional insured on your polrc. Such parson or oativr is an additional Insured only with respect to liability for "bodilyrganlz Injury", "property damage or "personal and rganlzisinf Injury" caused, In whole or In part, by: a. Your acts or omissions; or b. The acts or omissions of those acting on your behalf; in the performance of your ongoing operations for the additional insured. A person's or organlzation's status as an additional insured under this policy ends when your operations for that additiona insured are completed, 2. With respect to the insurance afforded to these additional insureds, the following additional exclusions apply: This insurance does not apply to: a. "eod)ly Injury", "property damage" or "personal and advertising Injury" arising out of the rendering of, or the failure tc render, any professional architectural, engineering or surveying services, including: (1) The preparing, approving, or failing to prepare or approve, maps,.shop drawings, opinions, reports, surveys, Welt' orders, change orders or drawings and specifications; or (2) Supervisory, Inspection, architectural or engineering activities. b, "Bodily injury" or "property damage" occurring after- (1) All work, including materials, parts or equipment furnished In connection with such worts, on the.project (other thar service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered,operations has been completed; or (2) That portion of "your work" out of which the injury or damage arises has been put to Its Intended use by any person or organization other then another contractor or subcontractor engaged In performing operations for a principal a, a part of the same project. Date: 1/5/2009 Time: 1:28 PM To: John Stephen @ 1-970-221-6707 Page: 008 1 3. The insurance provided by this endorsement is primary insurance and we will not seek contribution under any Insurance policy under which such additional Insured Is a named Insured, If such policy was procured and paid for by such additiona insured, or a parent or related entity of such additional Insured. 4. With respect to the insurance afforded to these additional Insureds, SECTION iII -- LIMITS OF INSURANCE Is amended as follows: The limits applicable to the additional insured are those specifiedln the written contract or agreement or the limits stated it the Declarations, whichever is less. If no limits are specified In the written contract or agreement, the limits applicable tc the additional insured are those specified in the Declarations. The limits of insurance are nclusfve of and not in addition tc the limits of insurance shown in the Declarations, 3. PROPERTY DAMAGE TO BORROWED EQUIPMENT 1. Paragraph 2J. of SECTION I • COVERAGES, COVERAGE A BODILY INJURY AND PROPERTY DAMAGE LIABILITY is amended as follows: Paragraphs (3) and (4) of this exclusion do not apply to tools or equipment loaned to you, provided they are not being usec to perform operations at the time of loss. 2. SECTION ill — LIMITS OF INSURANCE is deleted and replaced by the following: The most we will pay in any one "occurrence' for "propedamage" to borrowed equipment Is $16,000. This limit o- insurance is the most we will pay regardless of the number 07 a. Insureds; b. Claims made or "suits" brought; or c. Persons or organizations making claims or bringing "suits". 3. Deductible a. Our obligation to pay damages on behalf of the insured applles :only to the amount of damages In excess of $260 at applicable to "property damage" as the result of any one "occurrence", regardless of the number of persons or organizations who sustain damages because of that "occurrence". b. The terms of this insurance, including those with respect to our right and duty to defend the insured against any °suits' seeking those damages; and your duties In the event of an "occurrence", ciarm, or "suit" apply irrespective of the application of the deductible amount. . o hc any part prresfnchptfdunonshpidnotification o the aion Menoshall prmtlyelmbusuorsuartothe deductible amt as ave a. A. BROADENED NAMED INSURED Paragraph 3, of SECTION ti • WHO IS AN INSURED is deleted and replaced by the following Any organlzatlon other than a joint venture, over which you maintain ownership or majority interest of more than 60% will be � Named insured i? there is no other similar Insurance available to that organization. However. a. Coverage under this provision is afforded only until the 180th day after you acquire or form the organization or the end o' the policy period, whichever is earlier. b. COVERAGE A does not apply to "bodily, injury" or "property damage" that occurred before you acquired or formed the ( organization. a. COVERAGE 13 does not apply to °personal and'adverdsing injury" arising out of an offense committed before you acquirec or formed the organization. i CONSTRUCTION PROJECT GENERAL AGGREGATE LIMIT 1. For all sums which the insured becomes legally obligated to pay as damages caused by "occurrences" under COVERAGE A (SECTION 1), and for all medical expenses caused by accidents under COVERAGE C (SECTION 1), which can bE attributed only to ohgoing operations at a single construction project away from premises owned by or rented to the: insured: a. A Single Construction Project General Aggregate Limit applies to each construction project away from premises ewnec by or rented to the insured, and that Limit is equal to the amount of the General Aggregate Limit shown in the Declarations. b. The Single Ccnstruation Project General Aggregate Limit Is the most we will pay for the sum of all damages under COVERAGE A, except damages because of "bodily injury' or "property damage" included in the "products-compietec operations hazard", and for medical expenses under COVERAGE C regardless of the number of. (1) Insureds; (2) Claims made or "suits" brought or (3) Persons or organizations making claims or bringing "suits". SECTION 00635 CERTIFICATE OF SUBSTANTIAL COMPLETION TO: CITY OF FORT COLLINS (OWNER) DATE OF SUBSTANTIAL COMPLETION: PROJECT TITLE:6126 Roofing Project at EPIC and Senior Center 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 IO2Iu►,1 -1kini AUTHORIZED REPRESENTATIVE DATE Rev 10/20/07 Section 00635 Page 1 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 (25o) of the total Agreement Price. RESPECTFULLY SUBMITTED: CONTRACTOR BY: Signature Title License Number (If Applicable) (Seal - if Bid is by corporation) Attest: Address Telephone Email , Rev 10/20/07 Date Section 00300 Page 3 SECTION 00640 CERTIFICATE OF. FINAL ACCEPTANCE 20 TO: Gentlemen: 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, 6126 Roofing. Project at EPIC and Senior Center. 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: r 20 Sincerely, OWNER: City of Fort Collins By: Title: ATTEST: Title: Rev 10/20/07 Section 00640 Page 1 ' SECTION 00650 LIEN WAIVER RELEASE ' (CONTRACTOR) TO: City of Fort Collins, Colorado (OWNER) FROM: (CONTRACTOR) a PROJECT:6126 Roofing Project at EPIC and Senior Center 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, ' Rev10/20/07 Section 00650 Page 1 1 1 1 1 employees, servants, agents or assigns against the project or against the OWNER or its officers, employees, agents or assigns arising out of the project for all loss, damage and costs, including reasonable attorneys fees, incurred as a result of such claims. 5. The parties acknowledge that the description of the project set forth above constitutes and adequate description of the property and improvements to which this Lien Waiver Release pertains. It is further acknowledged that this Lien Waiver Release is for the benefit of and may be relied upon by,the OWNER, the lender, if any, and Surety on any labor and material bonds for the project. Signed this ATTEST: Secretary STATE OF COLORADO day of CONTRACTOR By: Title: )ss. COUNTY OF LARIMER ) Subscribed and sworn to before me this 20_, by Witness my hand and official seal. My Commission Expires: Rev 10/20/07 Notary Public 20 day of Section 00650 Page 2 SECTION 00660 CONSENT OF SURETY TO:' City of Fort Collins, Colorado (hereinafter referred to as the "OWNER") CONTRACTOR: PROJECT: 6126 Roofing Project at EPIC and Senior Center CONTRACT DATE: December 22, 2008 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. Rev10/20/07 Section 00970 Page 5 ' SECTION 00670 1 1 t t t t , 1 Section 00670 Page 1 g 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) A 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. Registration/Account No. (to be assigned by DOR) Period 89 - 0170-750 (999) $0.00 {pk`T` 4'�� ^�q? *5C 4 P Y+aS-te , t � � i R.S#y ..t. ai. ,,�,yf� �,q ` +^.S: -. 1".XS } y`;9yzx>'Y�4 ...-, . _,�y,. t[. �' VV�{ 1 4 +1 1� L. ' a� aSE i �1 't• [ 3 i °$ ' J i ,a �� #) tC��OANTRACTOgR INFORMATIOLNr� f�. h� S" � .tt ...::.,, ::�9X ��y`�nG - .anmSv 4. c�A[E4'+L .�.�_�i'1. t+.w . Jxf.•1i: X9'.. .txr,W'Yv� -. �. .F.F,`,iib- axh��tiYiiff 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: ( 1 Business telephone number: Colorado withholding tax account number: 4 E ti n $`a'�` +'Syi 'Y'� � x � � :b?.. �' {� r # a �L°jYa�.�'�, rA��.�37'��6s.+?`�}�f�'.t�T�2F3`"�%��lkh����`�na33, "w ) w ,Copies oftcontractaor agreement,pages (1,) IdentifymWg theseontractmg Parties. �EwX{EMPTI.ON,-d I& tNFO1RM�A; �O:N Yand(2)contaimngysllgnaturesy£ofcyontractingpartiesmustlbe;aYttacheyd*:_" 3oiYr,>ri3s+.e n. NA a:,.:�'A.aM1'fZ.�Yt1�v�Yl�,���P:4i�`ff�:'�.��-1S.YT:+,S�T .t,+r"�.k.,v5 .? �,is.C:�7,e ii�CnEC°+✓.�i �:irytleX Name of exempt organization (as shown on contract): Exempt organization'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 n comP letsodate. - -9 .tF �,ra,! 6u'' '• 'S-�.:4: a..L t,Y�.. i� T i ' .".. .i I i; /'�a«. �e4 .v'rT" c���'"�-a���1e"z£;eLS:wt��Ei?'ay.`��''cPn,,;:o;'k��ativ I declare under penalty of perjury in the second degree that the statements made in this application are true and complete to the best of my knowledge. Signature of owner, partner or corporate officer: Title of corporate officer: Date: ' DO NOT WRITE BELOW THIS LINE Section 00670 Page 2 � I 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. J r �I 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 J 1 Section 00670 Page 4 SECTION 00700 GENERAL CONDITIONS 1 1 I 1 GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT These GENERAL CONDITIONS have been developed by using the STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT prepared by the Engineers Joint Contract Documents Committee, EJCDC No. 1910-5 (1990 Edition), as a base. Changes to that.document are shown by underlining text that has been added and striking through text that has been deleted. EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) WITH CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) REIN5TALL EXIST., RGGOK BALLAST OVER SLIP SHEET OVER EPDM MEMBRANE ROOF 5Y5TEM OVER ; O COVER BOARD EXISTING ROOF 5TRUGTURE — REIN5TALL SALVAGED RIGID INSULATION BOARD 4 TAPERED GRIG<Ef5 OVER VAPOR BARRIER OVER EXISTING ROOF DECK TITLE: PARAPET CAP FLASHING DETAIL ALLER• LINGLE• MASSEY ARCHITECTS iw P.C. ' FORT C41ai9 COttNiAOD fJTO)7]1tiV ATTACHMENT 1 NEYN PREFIN. METAL GRAVEL STOP PARAPET FLA5HING TO REPLACE EXIST. P.T. 1^tCbD BLOCKING N51 EPDM BASE FLASHING PER MANUF. REQUIREMENT5 - EXTEND UP PARAPET HALL $ OVER MP_. FLAS4ING EXISTING BRICK 15TING RIGID INSULATION EXISTING GMU 3LOGK DATE:12/2/08 SCALE:1 1/2"=1'-0" EPIC REROOF — 0843.02 ADI�O Page 1 11 Article or Paragraph Number & Title TABLE OF CONTENTS OF GENERAL CONDITIONS Page Article or Paragraph Number Number & Title DEFINITIONS 1 1.1 Addenda..............................................1 ......................... 1.2 Agreem ent........................................... 1.3 Application for Payment.„....................1 1.4 Asbestos.............................................1 1.5 Bid....., . 1.6 Bidding Documents .............................1. 1.7 Bidding Requirements ........................ 1 1.8 Bonds 1 1.9 Change Order ...................................... i 1.10 Contract Documents ................ 1 1.11 Contract Price......................................1 1.12 Contract Times....................................1 1.13 CONTRACTOR ................................ 1 1.14 defective..............................................I 1.15 Drawings............................................1 1.16 Effective Date of the Agreement ........ ..1 1.17 ENGINEER 1 1.18 ENGINEER's Consultant................. 1 1.19 Field Order..........................................1 1.20 General Requirements ........................ 2 1.21 Hazardous Waste.................................2 1.22.a Laws and Regulations; Laws or Regulations ...................................... 2 1.22.b Legal Holidays .................................... 2 1.23 Liens ................................................... 2 1.24 Milestone 2 1.25 Notice of Award .................................. 1.26 Notice to Proceed.................................2 1.27 OWNER .............................................. 2 1.28 Partial Utilization 2 1.29 PCBs 2 1.30 Petroleum 2 1.31 Project ................................................ ? 1.32.a Radioactive Material .............................. 2 1.32.b Regular Working Hours.,...,. 2 1.33 Resident Project Representative ....... _..... 2 1.34 Samples..............................................2 1.35 Shop Drawings...................................2 1.36 Specifications 2 1.37 Subcontractor ...................................... 2 1.38 Substantial Completion .......................2 1.39 Supplementary Conditions,,,,,,,,,,,,,,,,,, 2 1.40 Supplier .................. 1.41 Underground Facilities ................ 2-3 1.42 Unit Price Work..................................3 1.43 Work ................................................... 3 1.44 Work Change Directive ........................ 1.45 Written Amendment .............................. 3 Page Number 2. PRELEVIINARY MATTERS ............... 3 2.1 Delivery of Bonds ........................... 3 2.2 Copies of Documents ........................3 2.3 Commencement of Contract Times; Notice to Proceed ............... 3 2.4 Starting the . Work , .. .......................... 3 2.5-2.7 Before Starting Construction; CONTRACTOR's Responsibility to Report; Preliminary Scheddes; Delivery of Certificates of Insurance ................................... 3-4 2.8 Preconstruction Conference....... ... ,.4 2.9 Initially Acceptable Schedules............ 4 CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE..........................................4 3.1-3.2 Intent ............................................. 4 3.3 Reference to Standards and Speci- fications of Technical Societies; Reporting and Resolving Dis- crepancies ................................. 4-5 3A Intent of Certain Terns or Adjectives ..................................... 5 3.5 Amending Contract Docunents......... 5 3.6 Supplementing Contract Documents ................................... 5 3.7 Reuse of Docum ents 5 4. AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCE POINTS..............„.,,,,,,...„......„.,_,.5 4.1 Availability of Lands 5-6 4.2 Subsurface and Physical Conditions .................................... 6 4.2.1 Reports and Drawings......................6 4.2.2 Limited Reliance by CONTRAC- TOR Authorized, Technical Data............................................ 6 4.2.3 Notice of Differing Subsurface or Physical Conditions .................. 6 4.2.4 ENGINEERS Review................._._.6 4.2.5 Possible Contract Documents Change................ :........................ 6 4.2.6 Possible Price and Times Adjustments .......................... 6-7 4.3 Physical Conditions --Underground Facilities ....................................... 7 4.3.1 Shown or Indicated 7 4.3.2 Not Shown or Indicated ..................... 7 4.4 Reference Points .............................. 7 EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) 1�1 Article or Paragraph Number & Title Page Article or Paragraph Number Number & Title 4.5 Asbestos, PCBs, Petroleum, Hazardous Waste or Radioactive Material., ..................7-8 5. BONDS AND INSURANCE ................................ 8 5.1-5.2 Performance, Payment and Other Bonds................:..............................8 5.3 Licensed Sureties and Insurers; Certificates ofInsurance .................... 8 5.4 CONTRACTOR's Liability Insurance 9 5.5 OWNER's Liability Insurance ............... 9 5.6 Property Insurance ..........................9-10 5.7 Boiler and Machinery or Addi- tional Property Insurance .... .............10 5.8 Notice of Cancellation Provision 10 5.9 CONTRACTOR's Responsibility for Deductible Amounts10 5.10 Other Special Insurance .....................10 5.11 Waiver of Rights................................I I 5.12-5.13 Receipt and Application of Insurance Proceeds ..................... 10-11 5.14 Acceptance of Bonds and Insu- ance; Option to Replace....................11 5.15 Partial Utilization --Property Insurance ..................... ................... I I 6. CONTRACTOR'S RESPONSIBILITIES ...............11 6.1-6.2 Supervision and Superintendence....... 11 6.3-6.5 Labor, Materials and Equipment... 11-12 6.6 Progress Schedule .............................12 6.7 Substitutes and "Or -Equal" Items; CONTRACTOR's Expense; Substitute Construction Methods or Procedures; ENGINEER'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.....................15 6.19 Record Documents 15 6.20 Safety and Protection............ 15-16 6.21 Safety Representative .... I ................... 16 6.22 Hazard Communication Programs...... 16 6.23 Emergencies.....................................16 6.24 Shop Drawings and Samples..............16 Page Number 6.25 Submittal Proeeedures; CON- TRACTOR's Review Prior to Shop Drawing or Sample Submittal................... 16 6.26 Shop Drawing & Sample Submit- tals Review by ENGINEER....,_ 16-17 6.27 Responsibility for Variations From Contract Documents,.,..,.._,..17 6.28 Related Work Performed Prior to ENGINEER's Review and Approval of Required Submittals ................................... 17 6.29 Continuing the Work,,,,,, „.,. 17 6.30 CONTRACTOR's General Warranty and Guarantee...............17 6.31-6.33 Indemnification .......................... 17-18 6.34 Survival of Obligations ...................18 7. OTHER WORK ................................................. is 7.1-7.3 Related Work at Site18 7.4 Coordination 18 8. OWNER'S RESPONSIBILITIES .......................... 18 8.1 Communications to CON- TRACTOR.................................18 8.2 Replacement of ENGINEER ............ 18 8.3 Furnish Data andPay Promptly When Due .................................. 18 8.4 Lands and Easements; Reports and Tests 18-19 8.5 Insurance..... 19 8.6 Change Orders...............................19 8.7 Inspections, Tests and Approvals...................................19 8.8 Stop or Suspend Work; Terminate CONTRACTOR's Services......................................19 8.9 Limitations on OWNER'S Responsibilities. .........................19 8.10 Asbestos, PCBs, Petroleum, Hazardous Waste or Radioactive Material....................19 8.11 Evidence of Financel Arrangements ............................. 19 �. ENGINEER'S STATUS DURING CONSTRUCTION 19 9.1 OWNER's Representative ................ 19 9.2 Visits to Site..............„.,.,,,,,,,,,,,,...19 9.3 Project Representative ...............19-21 9.4 Clarifications and Interpre- tations.........................................21 9.5 Authorized Variations in V,6rk21 EJCDC GENERAL CONDITIONS 1910-3 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) 1 Article or Paragraph Page Article or Paragraph Page Number & Title Number Number & Title Number 9.6 Rejecting Defective Work...................21 13.8-13.9 Uncovering Work at ENGI- 9.7-0.9 Shop Drawings, Change Orders NEERsRequest .....................27-28 and Payments..............21 ...................... 13.10 ' OWNER May Stop the Work 28 9.10 Determinatirns for Unit Prices....,. 21-22 13.11 ..__ Correction or Removal of .,. ' 9.11-9.12 Decisions on Disputes; ENGI- Defective Work ...........................28 'NEER as Initial Interpreter ............... 22 13.12 Correction Period ...........................28 9.13 Limitations on ENGINEER'S 13.13 Acceptance of Defective Work .... _.... 28 Authority and Responsibilities_ ... 2223 13.14 OWNER May Correct Defective ' Work ..................................... 28-29 CHANGES IN THE WORK ....................................... 23 10.1 OWNER's Ordered Change................23 14. PAYMENTS TO CONTRACTOR AND ' 10.2 10.3 Claim for Adjustment ........................ Work Not Required by Contract 23 COMPLETION 14.1 Schedule of Values .. ....................29 ''9 Documents.....................................23 14.2 Application for Progress 10.4 Change Orders ................... I..............23 Payment................ I....................29 10.5 Notification of Surety ........................23 14.3 CONTRACTOR'S Warranty of Title...........................................29 1 CHANGE OF CONTRACT PRICE ....................... „_,,,23 14.4-14.7 Review of Applications for 11.1-11.3 Contract Price; Claim for Progress Payments ................. 29-30 Adjustment; Value of 14.8-14.9 Substantial Completion ................ 30 the Work ................ 23-24 14.10 Partial Utilization.... 30-31 ' 11.4 Cost of the Work......, 24-25 14.11 Final Inspection..._,.. 31 11.5 Exclusions to Cost of the Work,....,.,., 25 14.12 Final Application for Payment..,..,..31 11.6 CONTRACTOR'S Fee........................25 14.13-14.14 Final Payment and Acceptance ....... 31 11.7 Cost Records 14.15 Waiver of Claims 11.8 ......... ........................25-26 Cash Allowances. .... .. _26 ......................31-32 11.9 Unit Price Work. 26 15. SUSPENSION OF WORK AND TERMINATION ................................:.............. 32 CHANGE OF CONTRACT TIMES ............................26 15.1 OWNER May Suspend Work, ......... 32 12.1 Claim for Adjustment ....................... 26 15.2-15.4 OWNER May Terminate,._..,,.,,,,,,,, 32 1 12.2 Time of the Essence 26 15.5 CONTRACTOR May Stop 12.3 Delays Beyond CONTRACTOR'S Work or Terminate Control.......................................26-27 12.4 Delays Beyond OWNER's and CONTRACTOR'S Control................27 16. DISPUTE RESOLUTION ................... ........................ 33 17. MISCELLANEOUS...........................................33 TESTS AND INSPECTIONS; CORRECTION, 17.1 Giving Notice ................................ 33 REMOVAL OR ACCEPTANCE OF 17.2 Computation of Times ................... DEFECTII'E WORK.....,.... 27 17.3 Notice of Claim ............................33 1.33 13.1 Notice of Defects.,,,, 27 17.4 Cumulative Remedies „.,....,.33 13.2 Access to the Work ...........................27 17.5 Professional Fees and Court 13.3 Tests and Inspections; Costs Included CONTRACTOR'S Cooperation........27 17.6 Applicable State Laws .............. 33-34 1 13.4 OWNER'S Responsibilities; Intentionally left blank.......................................35 Independent Testing Laboratory ,_....27 13.5 CONTRACTOR'S EXHIBIT GC -A: (Optional) ' 13.6-13.7 Responsibilities...............................27 Covering Work Prior to Inspee- Dispute Resolution Agreement................ GC -Al 16.1-16.6 Arbitration ..,.,... . GC -Al . tion, Testing or Approval,,.,...., 27 16.7 Mediation GC -Al EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) 1 1 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 Num ber Acceptance of -- Bonds and Insurance ........................................ 5.14 defective Work............................10A.1, 13.5, 13.13 final payment ........................................ 9.12, 14.15 insurance...............................7......................... 5.14 other Work, by CONTRACTOR ..........................7.3 Substitutes and "Or -Equal" Items.,_,,,.. 6.7.1 ............. Work by OWNER..............................2.5, 6.30, 6.34 Access to the -- Lands, OWNER and CONTRACTOR 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 --definition of (also see definition of Specifications) ....... (1.6, 1.10, 6.19), 1.1 Additional Property Insurances ................................. 5.7 Adjustm ents-- Contract Price or Contract Times ...........................1.5, 3.5, 4.1, 4.3.2, 4.5.2, . _.......................4.5.3, 9.4, 9.5, 10.2-10.4, . ......................................11, 12, 14.8, 15.1 progress schedule. .............................................. 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, 5.10, 5.12, 6.6.2 ..........................0.8.2, 6.19, 10.1, 10.4, 11.2 ............................:....... 12.1, 13.12.2, 14.7.2 Appeal, OWNER or CONTRACTOR intent to ..........................9.10, 9.11, 10.4, 16.2, 16.5 Application for Payment -- definition of......................................................1.3 ENGINEER's Responsibility ...............................9.9 final payment ................. 9.13.4, 9.13.5, 1.4.12-14.15 in general ..........................2.8, 2.9, 5.6.4, 9.10, 15.5 progress payment ..................................... 14.1-14.7 review of ......... _„. _ 14.4-14.7 .................................... Arbitration ........................................... :......... 16.1-16.6 Asbestos -- claims pursuant thereto .......................... 4.5.2, 4.5.3 CONTRACTOR authorized to stop Work, .......... 4.5.2 definition of......................................................1.4 Article or 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 --defined . 1.25 Before Starting Construction ............... ........... ....2.5-2.8 Bid= -definition of...._... .. ..............1.5 (1.1, 1.10, 2.3, 3.3, ........................ 4.2.6.4, 6.13, 11.4.3, 11.9.1) Bidding Documents --definition of 1.6(6.8.2) Bidding Requirements --definition of ......1.7 .................................... (1.1, 4.2.6.2) Bonds -- acceptance of....................................................5.14 additional bonds ............................... . ..10.5, 11.4.5.9 Cost of the Work. ............................................ 11.5.4 definition of.......................................................1.8 delivery of...................................................2.1, 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 ... ................ ... ..:. 5 Builder's risk "all-risk" policy form ................. .....5.6.2 Cancellation Provisions, Insurance ......... 5.4.11, 5.8, 5.15 Cash Allowances....................................................11.8 Certificate of Substantial Completion ......... 1.38, 6.30.2.3, ..................................................14.8, 14.10 Certificates of Inspection..._,..... 9.13.4, 13.5, 14.12 Certificates of Insurance..............2.7, 5.3, 5.4.11, 5.4.13, ............1..........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 ...................9.5, 9.11, 10.2, 10.5, 11.2, 13.9, .......................13.13, 13.14, 14.7, 15.1, 15.5 CONfRACTORs fee.........................................11.6 Cost of the Work general ... ........ .............. ........ ............ ..11.4-11.7 Exclusions to...............................................11.5 Cost Records........................... .....'..................... 11.7 in general.............1.19, 1.44, 9.11, 10.4.2, 10.4.3, 11 Lump Sum Pricing..........................................11.3.2 Notification of Surety., .......................................10.5 Scopeof ............. ........................................ 10.3-10.4 Testing and Inspection, Uncovering the Work..................................13.9 EJCDC GENERAL CONDITIONS 1910.8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) 11 .1 I 1 F", Unit Price Work 11.9 ........................................... Article or Paragraph Number Value of Work 11.3 Change in Contract Times -- Claim for times adjustment...,.,,, 4.1, 4.2.6, 4.5, 5.15, 6.8.2, 9.4, 9.5, 9.11, 10.2, 10.5, 12.1, 13.9, 13.13, 13.14, 14.7, 15.1, 15.5 Contractual time limits.....................................12.2 Delays beyond CONTRACTOR's control........................................................12.3 Delays beyond OWNER's and . CONTRACTOR's control „ ...........................12.4 Notification of surety .........................................10.5 Scope of change........................................10.3-10.4 Change Orders -- Acceptance of Defective Work .........................13.13 Amending Contract Documents ....................... 3.5 Cash Allowances 11.8 Change of Contract Price.....................................11 Change of Contract Times...................................12 Changes in the Work...........................................10 CONTRACTOR's fee........................................11.6 Cost of the Work.....................„.,_,....._._....11.4-11.7 Cost Records....................................................11.7 definition of 1.9 emergencies.....................................................6.23 ................................ ENGINEER's responsibility.._.., 9.8, 10.4, 11.2, 12.1 execution of..................:..................................10.4 Indemnifiction ........................ 6.12, 6.16, 6.31-6.33 Insurance, Bonds and ....................... 5.10, 5.13, 10.5 OWNER may terminate ......... .............. 15.2-15.4 OWNER's Responsibility ............................ $.6, 10.4 Physical Conditions -- Subsurface and- ...........................................4.2 Underground Facilities--............................4.3.2 Record Documents 6.19 Scope of Change .................... ................... 10.3-10.4 Substitutes ............................................. 6.7.3, 6.8.2 Unit Price Work 11.9 value of Work, covered by ............................... 11.3 Changes in the Work .............. ................................ . .10 Notification of surety........................................10.5 OWNER'S and CONTRACTOR'S responsibilities......... .. 10.4 Right to an adjustment ............................ .......... 10.2 Scope of change........................................10.3-10.4 Claims -- against CONTRACTOR ..... ............................... 6.16 against ENGINEER .......................................... 6.32 against OWNER...............................................6.32 Change of Contract Price ........................... 9.4, 11.2 Change of Crntract Times ...... ......... ..... 9:4, 12.1 CONTRACTOR'S...,, .......4, 7.1, 9.4, 9.5, 9.11, 10.2, ...........................11.2, 11.9, 12.1, 13.9; 14.8, .................................... :....... 15.1, 15.5, 17.3 CON.TRACTOR's Fee 11.6 ........................................ Article or Paragraph Number CONTRACTOR's liability....._ ... _.5.4, 6.12, 6.16, 6.31 Cost of the Work 11.4, 11.5 Decisions on Disputes;,,,,,,,,,,,,,, ................ 9.11, 9.12 Dispute Resolution............................................16.1 Dispute Resolution Agreement. ................... 16.1-16.6 ENGINEER as initial interpretor................... 9.11 Lump Sum Pricing ......................................... i 1.3.2 Noticeof..........................................................1.7.3 OWNER's....................9.4, 9.5, 9.11, 10.2, 11.2, 11.9 .......................12.1, 13.9, 13.13, 13.14, 17.3 OWNER's liability ......... ..........:. ... . 5.5 OWNER may refuse to make payment ................14.7 Professional Fees and Court Costs Included .................................................... 17.5 request for formal decision on............................9.11 Substitute Items..........................„.,_.,,,,,,,,,,,.,6.7.1.2 Time Extension..................................................12.1 Time requirements...................................9.11, 12.1 Unit Price Work....'.........................................11.9.3 Valueof...........................................................1.1.3 Waiver of --on Final Payment.................14.14, 14.15 Work Change Directive......................................10.2 written'notice required ......................9.11, 11.2; 12.1 Clarifications and Interpretations.._.._...... 3.6.3, 9.4, 9.11 CleanSite..........................................................6.17 Codes of Technical Society, Organization or Association ................................................. 3.3.3 Commencement of Contract Times ...........................2.3 Communications-- general..............................................6.2, 6.9.2, 8.1 Hazard Communication Programs .....................6.22 Completion -- Final Application for Payment ........................14.12 Final Inspection............. ..,...., ...I........_.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 Times...............................17.2.1-17.2.2 Concerning Subcontractors, Suppliers and Others.................................................6.8-6.11 Conferences -- initially acceptable schedules .............................. 2.9 preconstruction Conflict, Error, Ambiguity, Discrepancy-- CONTRACTOR to Report ................ .......... 2.5, 3.3.2 Construction, before starting by CONTRACTOR ............................................ 2.5-2.7 Construction Machinery, Equipment, etc,,,,,,,,,,,,,,,,,, 6.4 Continuing the Work ..................................... 6.29, 10.4 Contract Documents -- Amending..........................................................3.5 Bonds 5.1 ....................................................... I ...... EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9199) 11 1 1 Cash Allowances..............................................11.8 Article or Paragraph Number Change of Contract Price ... .... ......... ..... ............. .. 11 Change of Contract Times,,,,,,,,,,,,,,,,,, ................. 12 Changes in the Work................................10.4-10.5 check and verify................................................2.5 Clarifications and 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 .............. 9.1 general3 Insurance..,,,. 5.3 Intent ......... ..................... 3.1-3.4 minor variations in the Work.............................3.6 OWNER's responsibility to furnish data...............8.3 OWNER's responsibility to make prompt payment ..........................8.3, 14.4, 14.13 precedence .......3.1, ......................................... 3.3.3 Record Documents............................................6.19 Reference to Standards and Specifications of Technical Societies ... ......... ....................... 3.3 Related Work....,,,,,,. 7.2 Reporting and Resolving Discrepancies.,...... 2.5, 3.3 Reuse of 3.7 Supplementing...................................................3.6 Termination ofENGINEER's Employment .......... 8.2 Unit Price Work ................................................. 11.9 variations ......................................... 3.6, 6.23, 6.27 Visits to Site, ENGINEERS ............... ................ 9.2 Contract Price -- adjustment of ................ 3.5, 4.1, 9.4, 10.3, 11.2-11.3 Change of .....................: ................................. ....I I Decision on Disputes........................................9.11 definition of.....................................................1.11 Contract Times -- adjustment of .........................3.5, 4.1, 9.4, 10.3, 12 Change of............................................:....12.1-12.4 Commencement of . ......... ...... ............................. 2.3 definition of.....................................................1.12 CONTRACTOR -- Acceptance of Insurance.....................................5.14 Communications......................................6.2, 6.9.2 Continue Work.......................................6.29. 10.4 coordination and scheduling............................6.9.2 definition of ....................................................... 1.13 Limited Reliance on Technical Data Authorized . ........................................ 4.2.2 May Stop Work or Terminate............................1,5.5 ,provide site access to others ....................... 7.2, 13.2 Safety and Protection . ..............4.3.1.2, 6.16, 6.18, ..... ................................. 6.21-6.23, 7.2, 13.2 Shop Drawing and Sample Review Prior to Submittal.. ......................................6.25 NI Stop Work requirements..................................4.5.2 CONTRACTOR's- Article or Paragraph Number Compensation Continuing Obligation.,,,,. ............................. .14.15 Defective Work......, .*..................... 9.6, 13.10-13.14 Duty to correct defective Work ..........................13.11 Duty to Report -- Changes in the Work caused by Emergency ........................................... 6.23 Defects in Work of Others ............................. 7.3 Differing conditions...................................4.2.3 Discrepancy in Documents 2.5, 3.3.2, 6.14.2 Underground Facilities not indicated... ........ 4.3.2 Emergencies.....................................................6.23 Equipment and Machinery Rental, Cost of the Work............:..............................11.4.5.3 Fee --Cost Plus ...........................11.4.5.6, 11.5.1, 11.6 General Warranty and Guarantee ......................6.30 Hazard Communication Programs,.,..,,,. ............. 6.22 Indemnification ........................6.12, 6.16, 6.31-6.33 Inspection of the Work ............... ... . ......... 7.3, 13.4 Labor, Materials and Equipment ..... ........... ........6.3-6.5 Laws and Regulations, Compliance by.............6.14.1 Liability Insurance .............................................. 5.4 Notice of Intent to Appeal .........................9.10, 10.4 obligation to perf6rm and complete theWork................................................. ...6.30 Patent Fees and Royalties, paid for by ................ 6.12 Performance and Other Bonds ............................. 5.1 Permits, obtained and paid for by.............__;......6.13 Progress Schedule....„.....................2.6, 2.8, 2.9, 6.6, ...............I...................6.29, 10.4, 15.2.1 Request for formal decisionon disputes .............. 9.11 Responsibilities -- Changes in the Work..................................10.1 Concerning Subcontractors, Suppliers and Others.................„.,....._....._._... 6.8-6.11 Continuing the Work ........................... ................. 6.29, 10.4 CONTRACTOR's expense .......................... 6.7.1 CONTRACTOR's General Warranty and Guarantee.......................................6.30 CONTRACTOR's review prior to Shop Drawing or Sample submittal.................6.25 Coordination of Work ................................ 6.9.2 Emergencies... ........................................... 6.23 ENGINEER's evaluation, Substitutes or "Or -Equal" Items.............................6.73 For Acts and Omissions of Others ............................. 6.9.1-6.9.2, 9.13 for deductible amounts, insurance...................5.9 general.....................................6; 7.2, 7.3, 8.9 Hazardous Communication Programs,,,,,,.,.. 6.22 Indemnification........................„...,.....6.31-6.33 E1CDC GENERAL CONDITIONS 1910-8 (1990 EDITJON) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) I J J 1 1 Labor, Materials and Equipment ............. 1.6.3-6.5 CONTRACTORS --other... ........ ......... .....5.4.10 Liability Insurance ................ I ........................ .4 Contractual Time Limits .1 12.2 ............................ Article or Paragraph Number Notice of variation from Contract Documents ........................................... 6.27 Patent Fees and Royalties..............................6.12 Permits ........................................................ 6.13 Progress Schedule ......................................... 6.6 Record Docum ents.......................................6.19 related Work performed prior to ENGINEER's approval of required subm ittals 6.28 safe structural loading.................................6.18 Safety and Protection..._...............6.20, 7.2, 132 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" Items................6.7.1 Superintendence. .......................................... 6.2 Supervision .............................. .....................6.1 Survival of Obligations ..... . ................. ......... 6.34 Taxes............................ ......... .........6.15 Tests and Inspections...................................13.5 To Report........... _ .......................................... 2.5 Use of Premises .....................0.16-6.18, 6.30.2.4 Review Prior to Shop Drawing or Sample Submittal. 6.2.5 Right to adjustment for changes in the Work ,,,,.10.2 right to claim ............. 4, 7.1, 9.4, 9.5, 9.11, 10.2,11.2, .._.._..,.11.9, 12.1, 13.9, 14.8, 15.1, 15.5, 17.3 Safety and Protection .................. 6.20-6.22, 7.2, 13.2 Safety Representative ......... ....... ........................ 6.21 Shop Drawings and Samples Submittals...._6.24-6.28 Special Consultants.......................................11.4.4 Substitute Construction Methods and Procedures 6.7 Substitutes and "Or -Equal" Items, Expense ................. 6.7.1, 6.7.2 Subcontractors, Suppliers and Others ............ 6.8-6.11 Supervision and Superintendence .......... 6.1, 6.2, 6.21 Taxes, Payment by...........................................6.15 Use of Premises .......................................: 6.16-6.18 Warranties and guarantees ..........................6.5, 6.30 Warranty of Title..............................................14.3 Written Notice Required -- CONTRACTOR stop Work or term inate........ 15.5 Reports of Differing Subsurface and Phvsical Conditions ....................... 4.2.3 Substantial Completion................................14.8 viii Article or Paragraph Number Coordination— CONTRACTOR's responsibility ........................6.9.2 Copies of Documents.. ............................... ...... 2.2 Correction Period ............ ... ... ................................13.12 Correction, Removal or Acceptance of Defective Work-- in general...................................10.4.1, 13.10-13.14 Acceptance of Defective Work ..........................13.13 Correction or Removal of Defective Work.................................6.30, 13.11 Correction Period............................................13.12 OWNER May Correct Defective Work ............... 13.14 OWNER May Stop Work ................... 13.10 Cost -- of Tests and Inspections.....................................13.4 Records11.7 Cost of the Work -- Bonds and insurance, additional .............. .....11.4.5.9 Cash Discounts, ................................................ 11.4.2 CONTRACTOR'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 .....:....................... .11.4.2 Minor expenses..,,....... " 11.4.�.b Payroll costs on changes ............................... 11.4.1 performed by Subcontractors...........................1.1.4.3 Records 11.7 Rentals of construction equipment and machinery.......................................11.4.5.3 Royalty payments, permits and license fees.........................„...._............11.4.5.5 Site office and temporary facilities 11.4.5.2 Special Consultants, CONTRACTOR'S.,.....*.... 11.4.4 Supplemental .............................. .............11.4.5 Taxes related to the Work ............................... 11.4.5.4 Tests and Inspection ...... ... .... . .. 13.4 Trade Discounts..... ........................................ 11.4.2 Utilities, fuel and sanitary facilities ..............11.4.5.7 Work after regular hours.................................11.4.1 Covering Work .... ........................................... 13.6-13.7 Cumulative Remedies ...........17.4-17.5 Cutting, fitting and patching .................................... 7.2 Data, to be furnished by OWNER.... I ........................ 83 Day --definition of................................................17.2.2 Decisions on Disputes....................................9.11, 9.12 defective --definition of .......................... .. ...........1.14 defective Work -- Acceptance of ............ :.......................... 10.4.1, 13.13 EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) 11 F1 I 11 J 1 Correction or Removal of10.4.1, 13.11 Correction Period 13.12 ............................................. in general.........................................13, 14.7, 14.11 Article or Paragraph Num ber Observation by ENGINEER ................................ 9.2 OWNER May Stop Work.................................13.10 Prompt Notice of Defects...................................13.1 Rejecting ............................................ .............. .9.6 Uncovering the Work ........................................ 13.8 Definitions .................... 1 Delays......................................4.1, 6.29, 12.3-12.4 Delivery of Bonds ..................................................... 2.1 Delivery of certificates of insurance ............................ 2.7 . Determinations for Unit Prices ................................ 9.10 Differing Subsurface or Physical Conditions -- Noticeof.........................................................4.2.3 ENGINEER'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, 3.3.2, 6.14.2 Dispute Resolution-- Agreement................................................16.1-16.6 Arbitration ................................................. 16.1-16.5 generall6 Mediation........................................................16.6 Dispute Resolution Agreement ........ ............... ..16.1-16.6 Disputes, Decisions by ENGINEER ............. 9.11-9.12 Documents -- Copiesof...........................................................2.2 Record 6.19 Reuseof .................................................... 3.7 Drawings --definition of ..................... I ...................... 1.15 Easements .......................... 4.1 Effective date of Agreement -- definition of. .............. 1.16 Emergencies ...........................................................6.23 ENGINEER -- as initial interpreter on disputes ................. 9.11-9. 12 definition of 1.17 Limitations on authority and responsibilities.....9.13 Replacement of ............................... ................... 8.2 Resident Project Representative .... .. .....................9.3 ENGINEER's Consultant-- definition of 1.18 ENGINEER's-- authority and responsibility, limitations on ......... 9.13 Authorized Variations in the Work ....................... 9.5 Change Orders, responsibility for........ 9.7, 10, 11, 12 Clarifications and Interpretations ...............3.6.3, 9.4 Decisions on Disputes...............................9.11-9.12 defective Work, notice of..................................13.1 Evaluation of Substitute Items ............................. 6.7.3 Liability .................................................. 6.32, 9.12 Notice Work is Acceptable..............................14.13 Observations...... ,. ._.........6.30.2, 9.2 OWNER's Representative....................................9.1 Payments to the CONTRACTOR, . Responsibility for .....................................9.9, 14 Recommendation of Payment ....................14.4, 14.13 Article or Paragraph Number Responsibilities --Limitations on.................9.11-9.13 Review of Reports on Differing Subsurface and Physical Conditions ............................. 4.2.4 Shop Drawings and Samples, review responsibility .............................................. 6.26 Status During Cmstruction-- authorized variations in the Work.................. 9.5 Clarifications and Interpretations... ............... 9.4 Decisions on Disputes ...................... :... .11-9.12 Determinations on Unit Price _. 9.10 ENGINEER as Initial Interpreter....,.,,,,9.11-9.12 ENGINEER's Responsibilities ............ ...9.1-9.12 Limitations on ENGINEER's Authority and Responsibilities,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, 9.13 OWNER's Representative ......... . ................. 9 1 Project Representative Rejecting Defective Work .............................. 9.6 Shop Drawings, Change Orders and Payments....................................9.7-9.9 Visits to Site.................................................9.2 Unit Price determinations.................................9.10 Visits to Site ...... .......... ._.. ......... ...9.2 Written consent required .............................. 7 2, 9.1 Equipment, Labor, Materials and ............... 6.3-6.5 Equipment rental, Cost of the Work...................11.4.5.3 Equivalent Materials and Equipment ....................... G.7 error or omissions .................................................... 6.33 Evidence of Financial Arrangements .......................8.11 Explorations of physical conditions ......... ............... 4.2:1 Fee, CONTRACTORs--Costs Plus ...........................11.6 Field Order -- definition of...................................................... 1.19 issued by ENGINEER ....................... ......... 3.6.1, 9.5 Final Application for Payment...............................14.12 Final Inspection...................................................14.11 Final Payment -- and Acceptance. ................... ............ ...... 14.13-14.14 Prior to, for cash allovances...............................11.8 General Provisions...................................„..._.17.3-17.4 General Requirements— definition of.....................................................1.20 ,principal references to..............2.6, 6.4, 6.6-6.7, 6.24 Giving Notice........................................................17.1 Guarantee of Work --by CONTRACTOR,,._.,,, 6.30, 14.12 Hazard Communication Programs .......................... 6.22 Hazardous Waste -- definition of ............... 1.21 general .............................................. 4.5 OWNERS responsibility for.............................8.10 EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) 1 1 Indemnification ....... .......... :............ 6.12, 6.16, 6.31-6.33 Initially Acceptable Schedules,......._ . 2. Inspection— Certificates of..............................9.13.4, 13.5, 14.12 Final' ............................................................ 14.11 Article or Paragraph Number Special, required by ENGINEER ....................:....9.6 Tests and Approval ......... . .. ......... 8.7, 13.3-13.4 Insurance -- Acceptance of, by OWNER...............................5.14 Additional, required by changes in the Work............................................11.4.5.9 Before starting the Work ..................................... 2.7 Bonds and --in general..........................................5 Cancellation Provisions 5.8 Certificates of....................2.7, 5, 5.3, 5.4.11, 5.4.13, 5.8, 5,14, 9.13.4, 14.12 completed operations.....................................5.4.13 CONTRACTORS Liability .................................5.4 CONTRACTORS objection to coverage.............5.14 Contractual Liability......................................5.4.10 deductible amounts, CONTRACTORS responsibility................................................ 5.9 Final Applicaion for Payment ................... .....14.12 Licensed Insurers...............................................5.3 Notice requirements, material changes., ...... 5.8, 10.5 Option to Replace.............................................5.14 other special insurances....................................5.10 OWNER as fiduciary for insureds .............. 5.12-5.13 OWNERs Liability ............. 5.5 OWNERS Responsibility ....................... ............8.5 Partial Utilization, Property Insurance...............5.15 Property.....................................................5.6-5.10 Receipt and Application of Insurance Proceeds 5.12-5.13 Special Insurance ............................................. 5.10 Waiver of Rights .......... ...................................... 5.11 Documents Intent of Contract ... ............................. 3.1-3.4 Interpretations and Clarifications 3.6.3, 9.4 Investigations of physical conditions...... 4.2 Labor, Materials and Equipment..........................6.3-6.5 Lands -- and Easements...................................................8.4 Availability of ............................................. 4.1, 8.4 Reports and Tests...............................................8.4 Laws and Regulations --Laws or Regulations-- Bonds .......................... ... .... .... ...................5.1-5.2 Changes in the Work.. . ...... .......... ................. .. 10.4 Contract Documents.....................„..,............._..3.1 CONTRACTORS Responsibilities ......................14 6 Correction Period, defective Work ................. 13.12 Cost of the Work, taxes; ........................ 11.4.5.4 definition of,,,,,,,,,,,,,,,,,,,,,,,,,, ............................ 1.22 general6.14 Indemnification ....................................... 6.31-6.33 Insurance...........................................................5.3 Precedence................................................3.1, 3.3.3 Reference to,._......_., 3.3.1 Safety and Protection ................. ..............6.20, 13.2 Subcontractors, Suppliers and Others ............ 6.8-6.11 Article or Paragraph Number Tests and Inspections...................................13.5 Use of Premises ............................................. 6.16 Visitsto Site.......................................................9.2 Liability Insurance -- CONTRACTOR s............................................... 5.4 OWNERs...........................................................5.5 Licensed Sureties and Insurers 5.3 Liens -- Application for Progress Payment ...................... 14.2 CONTRACTORS Warranty of Title....................14.3 Final Application for Payment .........................14.12 definition of,,,,,,,,,,,,,,,, , ........... ......... ....1.23 Waiver of Claims......................:...........„..,.....14.15 Limitations on ENGINEERS authority and responsibilities ...................................... ........... 9.13 Limited Reliance by CONTRACTOR Authorized...................................................... 4.2.2 Maintenance and Operating Manuals -- Final Application for Payment .........................14.12 Manuals (of others)-- Precedence .............:..................................... 3.3.3.1 Reference to in Contract Documents .................. 3.3.1 Materials and equipment -- furnished by CONTRACTOR 6.3 not incorporated in Work .................................. 14.2 Materials or equipment --equivalent ........ ... ....... ....... 6.7 Mediation (Optional)..............................................16.7 Milestones --definition of........................................1.24 Miscellaneous -- Computation of Times......................................17.2 Cumulative Remedies..........................„..,,,,_.„..17.4 Giving Notice....................................................17.1 Notice of Claim ..................:.................... .... ..... .17.3 Professional Fees and Court Costs Included......... 17.5 Multi -prime contracts :................................................ 7 Not Shown or Indicated .......................................... 4.3.2 Notice of -- Acceptability of Project ......... . ..... ................ . ....14.13 Award, definition of ....................................... 1.25 Claim ....................................................... ....17.3 Defects,13.1 Differing Subsurface or Physical Conditions,.,,., 4.2.3 Giving............................................................17.1 Tests and Inspections........................................13.3 Variation, Shop Drawing and Sample ...............6.27 Notice to Proceed -- definition of.....................................................1.26 givingof ........................................................ I ... .3 EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) Notification to Surety..............................................10.5 testing, independent ........... .........,,,,,,,,,.....,......13.4 Observations, by ENGINEER...........................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 CONTR.4CTOR...............6.9, 9.13 written consent or..approval Open Peril policy form, Insurance ...........................6.2 required ......................................... 9.1, 6.3, 11.4 Option to Replace 5.14 ' ................................................... Article or Paragraph Number "Or Equal" Items......................................................6.7 Other work 7 ' Overtime Work --prohibition of ................................. 6.3 OWNER -- Acceptance of defective Work .......................... 1.3.13 appoint an ENGINEER......................................8.2 ' as fiduciary ................................................. 5.12-5.13 Availability of Lands, responsibility..: ................. �.1 definition of 1.27 data, furnish 8.3 __.._. May Correct Defective Work ............. ........... .. 1.3.14 May refuse to make payment.............................14.7 May Stop the Work....... May Suspend Work, Terminate.,.......................... . .8, 13.10, 8 15.1-15.4 ' Payment, make prompt. .................. 8.3, 14.4, 14.13 performance of other work ................................... 7.1 a permits and licenses, requirements............ 6.13 ' purchased insurance requirements ...............5.6-5.10 OWNER's-- Acceptance of the Work ........ . ... .............. ....6.30.2.5 Change Orders, obligation to execute.......... 8.6, 10.4 Communications ..............................„..,, 8.1 Coordination of the Work.................................7.4 ' Disputes, request for decision.. 9.11 Inspections, tests and approvals 8.7, 13.4 Liability Insurance..............................................5.5 Notice of Defects 13.1 ' Representative --During Construction, ENGINEER's Status......................................9.1 Responsibilities -- Asbestos, PCBs, Petroleum, Hazardous Waste or Radioactive Material ............... 8.10 Change Orders..............................................5.6 Changes in the Work...................................10.1 communications ............................................ 8.1. CONTRACTOR's responsibilities .................. 89 evidence of financial arrangements......,...._ 8.11 inspections, tests and approvals ..................... 8.7 insurance......................................................8.5 Lands and easements ..................................... prompt payment by ........................................ 8.4 8.3 replacement of ENGINEER. ...................„ 8.2 reports and tests............................................8.4 stop or suspend Work.,,,.,,.„...„...8.8, 13.10, 15.1 terminate CONTRACTOR's ' services..........................................8.8, 15.2 separate representative at site..............................9.3 Xi EJCDC GENERAL CONDITIONS 1910.8 (1990 EDITION) wl CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) r� 1 1 1 1 t7- ATTACHMENT 2 Page 1 At 2 1. ,151 mi; i95lH11, H E H H 1 Article or Paragraph Number written notice required .........................7.1, 9.4, 9.11, ................... ............11.2, 11.9, 14.7, 15.4 PCBs -- definition of. 1.29 general........................................................... 4.5 OWNER's responsibility for ............................... 8.10 Partial Utilization -- definition of......................................................1.28 general6.30.2.4, 14.10 Property Insurance ..... 5.15 Patent Fees and Royalties........................................6.12 Payment Bonds ............. .....5.1-5.2 Payments, Recommendation of ............. .14.4-14.7, 14.13 Payments to CONTRACTOR and Completion -- Application for ProgressPayments ......................14.2 CONTRACTOR's Warranty of Title............... ....14.3 Final Application for Payment ................ .......... 14.12 Final Inspection...............................................14.11 Final Payment and Acceptance ................14.13-14.14 general........................... ........... :.................. .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._..._ ...... .........._1.4.8-14.9 Waiver of Claims ............................................. 14.15 when payments due ................................ 14.4, 14.13 withholding payment ......... .....................14.7 Performance Bonds............................................5.1-5.2 Perm its 6.13 Petroleum -- definition of.......:...........:.................................1.30, general..............................................................4.5 OWNER's responsibility for ............................... 8.10 Physical Conditions -- Drawings of, in or relating to ......................... ............. 4.2.1.2 ENGINEER's review.........................................4.2.4 existing structures ............................................ 4.2.2 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....................................................4.2 Subsurface Conditions...................................4.2.1.1 Technical Data, Limited Reliance by CONTRACTOR Authorized ........................4.2.2. Underground Facilities-- general„ ........................................................ 4.3 Not Shown or Indicded..............................4.3.2 Protection of, ........................................ 4.3,6.20 xii Article or Paragraph Number Shown or Indicated ................................................ 4.3.1 Technical Data.._.....,.. ................................ 4.2.2 Preconstruction Conference . ...... .. ... .. .2.8 .. Preliminary Matters,. ... 1 Preliminary Schedules...........................................2.6 ................................ Premises, Use of ............................................. 6.16-6.18 Price, Change of Contract .................._.... _.._,..._...... 11 Price, Contract --definition of ...... ......................... 1.11 Progress Payment, Applications for......,..... .............. 14.2 Progress Payment--retainage................................... 14.2 Progress schedule, CONTRACTOR's.............2.6, 2.8, 2.9, ............................. 6.6, 6.29, 10.4, 15.2.1 Project --definition of...............................................1.31 Project Representative_ ENGINEER's Status During Construction .... _....... 9.3 Project Representative, Resident --definition of ...._:...1.33 prompt payment by OWNER ..................................... 8.3 Property Insurance-- Additional .....5.7 .............:...................................... general5.6-5.10 Partial Utilization................................5.15, 14.10.2 receipt and application of proceeds.,...., 5.12-5.13 Protection, Safety and .............................. 6.20-6.21, 13.2 Punch list ............................................................ 14.11 Radioactive Material-- defintion of................................:....................1.32 general4.5 OWNER's responsibilityfor...............................8.10 Recommendation of Payment..................14.4, 14.5, 14.13 Record Documents ........................ ..... ....... 6.19, 14.12 Records, procedures for maintaining .....................„..,2.8 Reference Points ........................................................ 4.4 Reference to Standards and Specifications of Technical Societies..................„.........,....._...,.3.3 Regulations, Laws and(or)...................................... 6.14 Rejecting Defective Work..,_.,,,._..............................9.6 Related Work -- atSite........................................................7.1-7.3 Performed prior to Shop Drawings and Samples submittals review.....................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, OWNER's responsibility ..................... 8.4- Resident and Project .Representative— definition of 1.33 provisionfor............................................................ 9.3 EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLMS MODIFICATIONS (REV 9/99) 1 C 'l 7 Article or Paragraph Number Resident Superintendent, CONTRACTOR's................6.2 Responsibilities_ CONTRACTOR's-in general..................................6 ENGINEER's-in general........................................9 Limitations on............................................9.13 OVINE Rs -in general.............................................8 Retainage........... .................................................1.4.2 Reuse of Documents ................................................. 3.7 Review by CONTRACTOR: Shop Drawings and Samples Prior to Submittal ..........................6.25 Review of Applications for Progress Payments.....................................14.4-14.7 Right to an adjustment.............._............................10.2 Rights of Way.. ... .................................................... 4.1 Royalties, Patent Fees and 6.12 Safe Structural Loading..........................................6.18 Safety -- and Protection................................4.3.2, 6.16, 6.18, ....... ......... ...........6.20-6.21, 7.2, 13.2 general ...... .......... .................................... 6.20-6.23 Representative, CONTRACTORS ......................6.21 Samples -- definition of ........................ 1.34 general ........ ......... ................. 6.24-6.28 Review by CONTRACTOR ... _. _... _..... _... .........6.25 Review by ENGINEER..............................6.26, 6.27 related Work ............................................... ..... 6.28 submittal of.... ........... ... .. 6.24.2 submittal procedures ........... ............................. 6.25 Schedule of progress.._.........................2.6, 2.8-2.9; 6.6, ...................................6.29, 10.4, 15.2.1 Schedule of Shop Drawing and Sample Submittals..............................2.6, 2.8-2.9; 6.24-6.28 Schedule of Values..............................2.6, 2.8-2.9, 14.1 Schedules -- Adherence to..................................................15.2.1 Adjusting..................... ......................................6.6 Change of Contract Times ............ ...................10.4 Initially Acceptable ..... ......... ......._. ..2.8, 2.9 Preliminary ................. ............................. ..........2.6 Scope of Changes ............................... 10.3-10.4 Subsurface Conditions................_............_......_.4.2.1.1 Shop Drawings -- and Samples, general.................................6.24-6.28 Change Orders & Applications for. . and Payments, ......... ................................ 9.7-9.9 definition of ......................... ... .... ...................1.35 ... ENGINEER's approval of...................... 3 ............6.2 ENGINEER's responsibility for review...... ............... . ................ 9.7, 6.24-6.28 related Work ............: ....................................... .6.28 review procedures................................2.8, 6.24-6.28 Article or Paragraph Number submittal required .............. .........:........... 6.24.1 Submittal Procedures 6.25 use to approve substitutions .............................. .6.7.3 Shown or Indicated ................................. 4.3.1 Site Access ...................................... 7.2, 13.2 Site Cleanliness .................... .................................. 6.17 Site, Visits to -- by ENGINEER...........................................9 2, 13.2 byothers..........................................................13.2 "special causes of loss" policy form, insurance........................................................5.6.2 definition of.....................................................1.36 Specifications_ defination of....................................................1.36 of Technical Societies, reference to...................3.3.1 precedence...................................:...............I.. 3. 3.3 Standards and Specifications of Technical Societies ........................................ 3.3 Starting Construction, Before...............................2.5-2.8 Starting the Work .......................................... 2 4 ... Stop or Suspend Work-_ by CONTRACTOR...........................................15.5 by OWNER......................................8.8, 13.10, 15.1 Storage of materials and equipment .................... 4.1, 7.2 Structural Loading, Safety .............. ...6.18 Subcontractor -- Concerning,...... ......................................... 6.8-6.11 definition of ................................................. 1.37 delays ... 12.3 waiver of rights.............................................6.11 Subcontractors --in general ................. 6.8-6.11 Subcontracts --required provisions .......... 5.11, 6.11, 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 ... ...... 6.24-6.28 Schedule of Values ..................................... 2.6, 14.1 Schedule of Shop Drawings and Samples Submissions .......2.6, ............................... 2.8 2.9 Shop Drawings ......................................... .............................. 6.24-6.28 Substantial Completion -- certification of............................6.30.2.3, 14.8-14.9 definition of.................................................1.38 Substitute Construction Methods or Procedures 6.7.2 Substitutes and "Or Equal" Items..... 6.7 CONTRACTOR's Expense............................6.7.1.3 ENGINEER's Evaluation ................................. 6.7.3 "Or -Equal" ..................... ............................ .. 6.7.1.1 Substitute Construction Methods EJCDC GENERAL CONDITIONS 1910.8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) 1 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 ENGINEERS Review ...................................... 4.2.4 general,,,, ...................4.2 Limited Reliance by CONTRACTOR Authorized ................................................ 4.2.2 Notice of Differing Subsurface or Physical Conditions.........................................4.2.3 Physical Conditions 4.2.1.2 Possible Contract Documents Change,,,, ....4.2.5 Possible Price and Times Adjustments............._4.2.6 Reports and Drawings......................................4.2.1 Subsurface and....................................................4.2 Subsurface Conditions at the Site4.2.1.1 Technical Data............................:....................4.2.2 Supervision— CONTRACTORs responsibility .......................... 6.1 OWNER shall not supervise,.,,_,,,,,,_,,, 8.9 ENGINEER shall not supervise,,,,,,,,,,,,,,,, 9.2, 9.13.2 Superintendence...................................................... 6.2 Superintendent, CONTRACTORs resident...............6.2 Supplemental costs...............................................11.4.5 Supplementary Conditions— definition of „1.39 principal references to.................1.10, 1.18, 2.2, 2.7, .......................4.2, 4.3, 5.1, 5.3, 5.4, 5.6-5.9, .,,,,,,5.11,6.8,6.13,7.4,8.11,9.3,9.10 Supplementing Contract Documents ......................... 3.6 Supplier -- definition of......................................................1.40 principal references to...........3.7, 6.5, 6.8-6.11, 6.20, .........................................6.24, 9.13, 14.12 Waiver of Rights...............................................6.11 Surety -- consent to final payment,,,,,,,,_., .............. 14.12, 14.14 ENGINEER has no duty to................................9.13 Notification of...........................;.__...10.1, 10.5, 15.2 qualification of,,,,,,,,, I ....... .......5.1-5.3 Survival of Obligations ............ ...... ......................... 6.34 Suspend Work, OWNER May .......................13.10, 15.1 Suspension of Work and Termination— 15 CONTRACTOR May Stop Work orTerminate ............................................... 15.5 OWNER May Suspend Work .............................. 1.5.1 OWNER May Terminate ............................. 15.2-15.4 Taxes --Payment by CONTRACTOR ........................ 6.15 Technical Data -- Limited Reliance by CONTRACTOR,,,,,,,,,,,,,,,,, 4.2.2 Possible Price and Times Adjustments,,,,,,,,,,,,,, 4.2.6 Reports of Differing Subsurface and Physical Conditions....................................4.2.3 xiv Temporary construction facilities.............................4.1 Article or Paragraph Number Term ination-- by CONTRACTOR...........................................15.5 by OWNER,,,,,,,,,,,,,,,, ........................ 8.8, 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 OWNERs independent testing .........................j3.4 special, required by ENGINEER,,,,,, .....:.............. 9.6 timely notice required ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,13.4 Uncovering the Work, at ENGINEERs request . ..................................... ........... 13.8-13.9 Times -- Adjusting.................................. . ........................6.6 Change of Contract ,,,,,,,,,,12 Computation of.................................................17.2 Contract Times--definitionof,,,,,,,,,,,,,,,,,,,,,, ,,,,1.12 day 1.7.22= Milestones..........................................................12 Requirements -- appeals........:......................................... .10, 16 clarifications, claims and disputes..................9.11, 11.2, 12 Commencement of Contract Times,,,,,,,,,,,,,,,, 2.3 Preconstruction Conference 2.8 schedules.........................................2.6, 2.9, 6.6 Starting the Work.........................................2.4 Title, Warranty of,,,,,,,,,,,, ........................................ 14.3 Uncovering Work,,,,,,,,,,,,,,,,,,,*.....*... ............... 13.8-13.9 Underground Facilities, Physical Conditions— defmition of .......................................... .. ........1.41 Not Shown or Indicated 4.3.2 protection of.. .. .........4.3, 6.20 Shown or Indicated.........................................4.3.1 Unit Price Work -- claims ....................... .............. 1.1.9.3 defmition of .............. ................................... 1.42 general11.9, 14.1, 14.5 Unit Prices-- general11.3.1 Determination for ........................... „.,._.....,9.10 Use of Premises .......... ... *... *.... ,,,..... 6.16, 6.18, 6.30.2.4 Utility owners, ................. 6.13, 6.20, 7.1-7.3, 13.2 Utilization, Partial ................... 1.28, 5.15, 6.30.2.4, 14.10 Value of the Work.......................................I..........11.3 Values, Schedule of„ ...........................2.6, 2.8-2.9, 14.1 EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) J 1 Variations in Work --Minor 1 Authorized ....................................... 6.25; 6.27, 9.5 Article or Paragraph Number Visits to Site --by ENGINEER. _ _. -.... _ 9.2 Waiver of Claims --on Final Payment ......................14.15 1 Waiver of Rights by insured parties ................ 5.11, 6.11 Warranty and Guarantee, General --by CONTRACTOR ............................................... 6.30 Warranty of Title, CONTRACTOR's........................14.3 1 Work -- Accessto..........................................................13.2 by others ............................... ' Changes in the ..................................................... 10 Continuing the ................................................. 6.29 CONTRACTOR May Stop Work or Terminate 15.5 ..............................:................. Coordination of 7.4 .................................................... Cost of the,,..... 11.4-11.5 ........................................... ' definition of.....................................................1.43 neglected by CONTRACTOR...........................13.14 other Work 7 ...............................................:............. OWNER May Stop Work ..................... ...13.10 1 OWNER May Suspend Work ............... 13.10,15.1 Related, Work at Site ..................................... 7.1-7.3 Starting the........................................................?.4 ' Stopping by CONTRACTOR ............................. I'5.5 Stopping by OWNER ........................ ......... 15.1-15.4 Variation and deviation authorized, m inor..........3.6 Work Change Directive -- claims pursuant to.............................................10.2 definition of......................................................1.44 1 principal references to.....................35.3, 10.1-10.2 Written Amendment -- definition of . .. ................................. ..................1.45 principal references to............1.10, 3.5, 5.10,15.12, „ 1 ........ :............... 6.6.2, 6.8.2, 6.19, 10.1, 10A, ............................11.2, 12.1, 13.12.2, 14.7. 2 Written Clarifications and Interpretations 3.6.3, 9.4, 9.11 1 ................ Written Notice Required -- by CONTRACTOR ............................ 7.1, 9.10-9.11, ........................................... 10.4, 11.2, 12.1 by OWNER ....................9.10-9.11, 10.4, 11.2, 13.14 1 xv EJCDC GENERAL CONDITIONS 19t0-S (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) L, H D (This page left blank intentionally) I xvi EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) 11 H J GENERAL CONDITIONS ARTICLE 1—DEFINITIONS Wherever used in these General Conditions or in the other Contract Documents the following terms have the meanings indicated which are applicable to both the singular and plural thereof: 1.1. Addenda --Written or graphic instruments issued prior to the opening of Bids which clarify, correct or change the Bidding Requirements or the Contract Documents. 1.2. Agreement —The written contract between OWNER and CONTRACTOR covering the Work to be performed, other Contract Documents are attached to the Agreement and made a part thereof as provided therein. 1.3. Application for Payment —The form accepted by ENGINEER which is to be used by CONTRACTOR in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 1.4. Asbestos —Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 1.5. Bic -The offer or proposal of the bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 1.6. Bidding Documents —The advertisement or invitation to Bid instructions to bidders, the Bid form, and the proposed Contract Documents (including all Addenda issued prior to receipt.of Bids). 1.7. Bidding Requirements --The advertisement or invitation to Bid, instructions to bidders, and the Bid form. I.S. Bondi —Performance and Payment bonds and other instruments of security. 1.9. Change Order —A document recommended by ENGINEER, which is signed by CONTRACTOR and OWNER and authorizes an addition, deletion or revision in the Work, or an adjustment in the Contract Price or the Contract Times, issued on or after the Effective Date of the Agreement. 1.10. Contract Documents —The Agreement, Addenda (which pertain to the Contract Documents), CONTR4CTOR'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 EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV d12000) same are more specifically identified in the Agreement, together with all Written Amendments, Change Orders, Work Change Directives, Field Orders and ENGINEER's written interpretations and clarifications issued pursuant to paragraphs 3.5, 3.6.1 and 3.63 on or after the Effective Date of the Agreement. Shop Drawing submittals approved pursuant to paragraphs 6.26 and 6.27 and the reports and drawings referred to in paragraphs 4.2.1 and 4.2.2 are not Contract Documents. 1.11. Contract Price —The moneys payable by OWNER to CONTRACTOR for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of paragraph 11.9.1 in the case of Unit Price Work). 1.12. Contract Times —The numbers of days or the dates stated in the Agreement: (i) to achieve Substantial Completion, and (ii) to complete the Work so that it is ready for final payment as evidenced by ENGINEER's written recommendation of final payment in accordance with paragraph 14.13. 1.13. CONTRACTOR --The person, firm or corporation with whom OWNER has entered into the Agreement. 1.14. defective —An adjective which when modifying the word Work refers to Work that is unsatisfactory, faulty or deficient in that it does not conform to the Contract Documents, or does not meet the requirements of any inspection, reference standard, test or approval referred to in the Contract Documents, or has been damaged prior to ENGINEER's recommendation of final payment (unless responsibility for the protection thereof has been assumed by OWNER at Substantial Completion in accordance with paragraph 14.8 or 14.10). 1.15. Draiings--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. Effective Date of the Agreement --The date indicated in the Agreement on which it becomes effective, but if no such date is indicated it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 1.17. ENGINEER —The person, firm or corporation named as such in the Agreement. 1.18. ENGINEER's Consultant --A person, firm or corporation having a contract with ENGINEER to furnish services as ENGINEER's independent professional associate or consultant with respect to the Project and who is identified as such in the Supplementary Conditions. 1.19. Field Order —A written order issued by ENGINEER which orders minor changes in the Work in accordance with paragraph 9.5 but which does not involve a change in the Contract Price or the Contract Times. 11 1 1.20. General Requirements —Sections of Division 1 of the Specifications. 1.21. Hazardous 1Yaste—The term Hazardous Waste shall have the meaning provided in Section 1004 of the Solid Waste Disposal Act (42 USC Section 6903) as amended from time to time. 1.22.a. Laws and Regulations; Laws or Regulations —Any and all applicable laws, rules, regulations, ordinances, codes and orders of any and all governmental bodies, agencies, authorities and courts having jurisdiction. 1.22.b. Leeal Holidays--shall be those holidays observed by the City of Fort Collins. 1.23. Liens --Liens, charges, security interests or encumbrances upon real property or personal property. 1.24. Milestone --A principal event specified in the Contract Documents relating to an intermediate completion date or time prior to Substantial Completion of all the Work. 1.25. Notice ofRward A written notice by OWNER to the apparent successful bidder stating that upon compliance by the apparent successful bidder with the conditions precedent enumerated therein, within the time specified, OWNER will sign and deliver the Agreement. 1.26. Notice to Proceed —A written notice given, by OWNER to CONTRACTOR (with a copy to ENGINEER) fixing the date on which the Contract Times will commence to run and on which CONTRACTOR shall start to perform CONTRACTOR'S obligations under the Contract Documents. 1.27. O)YNER—The public body or authority, corporation, association, firm or person with whom CONTRACTOR has entered into the Agreement and for whom the Work is to be provided 1.28. Partial Utilization —Use by OWNER of a substantially completed part of the Work for the purpose for which it is intended (or a related purpose) prior to Substantial Completion of all the Work. 1.29. PCBs —Polychlorinated biphenyls. 1.30. Petroleim--Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene and oil mixed with other non -Hazardous Wastes and crude oils. 1.31. Project —The total construction of which the Work to be provided under the Contract Documents may be the whole, or a part as indicated elsewhere in the Contract Documents. 1.32.a. Radioactive Material —Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of EJCDC GENERAL CONDITIONS 19103 (1990 Edition) wl CITY OF FORT COLLINS MODIFICATIONS (REV 4 -000) 1954 (42 USC Section 2011 et seq.) as amended from time to time. 1.32.b. Regular IVorkinz Hours —Regular working hours are defined as 7:00am to 6:00om unless otherwise specified in the General Requirements. 1.33. Resident Project Representative —The authorized representative of ENGINEER who may be assigned to the site or any part thereof. 1.34. Samples —Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged 1.35. Shop Drawings -All drawings, diagrams, illustrations, schedules and other data or information which are specifically prepared or assembled by or for CONTRACTOR and submitted by CONTRACTOR to illustrate some portion of the Work. 1.36. Specifications —Those portions of the Contract Documents consisting of written technical descriptions of materials, equipment, construction systems, standards and workmanship as applied to the Work and certain administrative details applicable thereto. 1.37. Subcontractor —An individual, firm or corporation having a direct contract with CONTRACTOR or with any other Subcontractor for the performance of a part of the Work at the site. 1.38. Substantial Completion —The Work (or a specified part thereof) has progressed to the point where, in the opinion of ENGINEER as evidenced by ENGINEER's definitive certificate of Substantial Completion it is sufficiently complete, in accordance with the Contract Documents, so that the Work (or specified part) can be utilized for the purposes for which it is intended; or if no such certificate is issued, when the Work is complete and ready for final payment as evidenced by ENGINEER's written recommendation of final payment in accordance with paragraph 14.13. The terms "substantially complete" and "substantially completed" as applied to all or part of the Work refer to Substantial Completion thereof. 1.39. Supplementary Conditions —The part of the Contract Documents which amends or supplements these General Conditions. 1.40. Supplier —A manufacturer, fabricator, supplier, distributor, materialman or vendor having a direct contract with CONTRACTOR or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by CONTRACTOR or any Subcontractor. 1.41. Underground Facilities —All pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels or other such facilities or attachments, and any encasements containing such facilities which have been installed underground to furnish any of the following services or 1 materials: electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, sewage and drainage removal, traffic or other control systems or water. 1.42. Unit Price Work —Work robe paid for on the basis of unit prices. 1.43. Work --The entire completed construction or the various separately identifiable parts thereof required to be furnished under the Contract Documents. Work includes and .is the result of performing or furnishing labor and furnishing and incorporating materials and equipment into the construction, and performing or furnishing services and furnishing documents, all as required by the Contract Documents. 1.44. Work Change Directive —A written directive to CONTRACTOR, issued on or after the Effective Date of the Agreement and signed by OWNER and recommended by ENGINEER, ordering an addition, deletion or revision in the Work, or responding to differing or unforeseen physical conditions under which the Work is to be performed as provided in pamgraph4.2 or 4.3 or to emergencies under paragraph 6.23. A Work Change Directive will not change the Contract Price or the Contract Times, but is evidence that the parties expect that the change directed or documented by a Work Change Directive will be incorporated in a subsequently issued Change Order following negotiations by the parties as to its effect, if any, on the Contract Price or Contract Times as provided in paragraph 10.2. 1.45. Written Amendment --A written amendment of the Contract Documents, signed by OWNER and CONTRACTOR on or after the Effective Date of the Agreement and normally dealing with the nonengineering or nontechnical rather than strictly construction -related aspects of the Contract Documents. ARTICLE 2—PRELMUNARY MATTERS Delivery of Bonds: 2.1. When CONTRACTOR delivers the executed Agreements to OWNER, CONTRACTOR shall also deliver to OWNER such Bonds as CONTRACTOR may be required to fumish in accordance with paragraph 5.1. Copies of Documents: 2.2. OWNER shall furnish to CONTRACTOR up to ten copies (unless otherwise specified in the Supplementary Conditions) of the Contract Documents as are reasonably necessary for the execution of the Work. Additional copies will be furnished upon request, at the cost of reproduction. Commencement of Contract Times; Notice to Proceed• 2.3. The Contract Times will commence to run on the thirtieth day after the Effective Date of the Agreement, or, EJCDC GENERAL. CONDITIONS 1910-8 (1990 Ecktion) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 412000) 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. l Re eveRt will the Gef#_aet Times- aernmense Starting the Work: 2.4. CONTRACTOR shall start. to perform the Work on the date when the Contract Times commence to run, but no Work shall be done at the site prior to the date on which the Contract Times commence to run Before Starting Construction: 2.5. Before undertaking each part of the Work, CONTRACTOR shall carefully. study and compare the Contract Documents and check and verify pertinent figures shown thereon and . all applicable field measurements. CONTRACTOR shall promptly report in writing to ENGINEER any conflict, error, ambiguity or discrepancy which CONTRACTOR may discover and shall obtain a written interpretation or clarification from ENGINEER before proceeding with any Work affected thereby; however, CONTRACTOR shall not be liable to OWNER or ENGINEER for failure to report any conflict, error, ambiguity or discrepancy in the Contract Documents, unless CONTRACTOR knew or reasonably should have known thereof. 2.6. Within ten days after the Effective Date of the Agreement (unless otherwise specified in the General Requirements), CONTRACTOR shall submit to ENGINEER for review: 2.6.1. a preliminary progress schedule indicating the times (numbers of days or dates) for starting and completing the various stages of the Work, including any Milestones specified in the Contract Documents; 2.62. a preliminary schedule of Shop Drawing and Sample submittals which will list each required submittal and the times for submitting, reviewing and processing such submittal; 2.6.2.1. In no case will a schedule be acceptable which allows less than 21 calendar days for each review by Engineer. 2.6.3. A preliminary schedule of values for all of the Work which will include quantities and prices of items aggregating the Contract Price and will subdivide the Work into component parts in sufficient detail to serve as the basis for progress payments during construction Such prices will include an appropriate amount of overhead and profit applicable to each item of Work. 2.7. Before any Work at the site is started, CONTRACTOR and O;WR shall eaeh deliver to tie ether OWNER with copies to eaE;h additional insured identified in the Supplementafy Genditions ENGINEER u certificates of insurance (and other evidence of insurance feaseneb st requested by OWNER) which CONTRACTOR is required to purchase and maintain in accordance with paragraphs 5.4, `Y J.6 andS. . Preconstruction Conference: 2.8. Within twenty days after the Contract Times start to run, but before any Work at the site is started, a conference attended by CONTRACTOR, ENGINEER and others as appropriate will be held to establish a working understanding among the parties as to the Work and to discuss the schedules referred to in paragraph 2.6, procedures for handling Shop Drawings and other submittals processing Applications for Payment and maintaining required records. Initially Acceptable Schedules. 2.9. Unless otherwise provided in the Contract Documents , at least eft days "re submissien ef the first Application for Paym on before any work at the site begins, a conference attended by CONTRACTOR ENGINEER and others as spprepriete designated.by OWNER will be held to review for acceptability to ENGINEER as provided below the schedules submitted in accordance with paragraph 2.6. and Division 1 - General Requirements. CONTRACTOR shall have an additional ten days to make corrections and adjustments and to complete and resubmit the schedules. No progress payment shall be made to CONTRACTOR until the schedules are submitted to and acceptable to ENGINEER as provided below. The progress schedule will be acceptable to ENGINEER as providing an orderly progression of the Work to completion within any specified Milestones and the Contract Times, but such acceptance will neither impose on ENGINEER responsibility for the sequencing, scheduling or progress of the Work nor interfere with or relieve CONTRACTOR from CONTRACTOR's full responsibility therefor. CONTRACTOR's schedule of Shop Drawing and Sample submissions will be acceptable to ENGINEER as providing a workable arrangement for reviewing and processing the required submittals CONTRACTOR's schedule of values will be acceptable to ENGINEER as to form and substance. ARTICLE 3--CONTRACT DOCUMENT'S: INTENT, AMENDIING, REUSE Intent., 3.1. The Contract Documents comprise the entire agreement between OWNER and CONTRACTOR concerning the Work. The Contract Documents are complementary; what is called for by one is as binding as if called for by all. The Contract Documents will be construed in accordance with the law of the place of the Project. 3.2. It is the intent of the Contract Documents to EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 40-000) describe a functionally complete Project (or part thereof) to be constructed in accordance with the Contract Documents. Any Work, materials or equipment that may reasonably be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the intended result will be furnished and performed whether or not specifically called for. When words or phrases which have a well-known technical or construction industry or trade meaning are used to describe Work, materials or equipment, such words or phrases shall be interpreted in accordance with that meaning. Clarifications and interpretations of the Contract Documents shall be issued by ENGINEER as provided in paragraph 9.4. 3.3. Reference to Standards and Specifications of Technical Societies; Reporting and Resohing Discrepancies. 3.3.1. Reference to standards, specifications, manuals or codes of any technical society, organization or association, or to the Laws or Regulations of any governmental authority, whether such reference be specific or by implication, shall mean the latest standard, specification, manual, code or Laws or Regulations in effect at the time of opening of Bids (or, on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 3.3.2. If; during the performance of the Work, CONTRACTOR discovers any conflict, error, ambiguity or discrepancy within the Contract Documents or between the Contract Documents and any provision of any such Law or Regulation applicable to the performance of the Work or of any such standard, specification, manual or code or of any instruction of any Supplier referred to in paragraph 6.5, CONTRACTOR shall report it to ENGINEER in writing at once, and, CONTRACTOR shall not proceed with the Work affected thereby (except in an emergency as authorized by paragraph 6.23) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in paragraph 3.5 or 3.6; provided, however, that CONTRACTOR shall not be liable to OWNER or ENGINEER for failure to report any such conflict, error, ambiguity or discrepancy unless CONTRACTOR knew or reasonably should have known thereof. 3.3.3. Except as otherwise specifically stated in the Contract Documents or as may be provided by amendment or supplement thereto issued by one of the methods indicated in paragraph 3.5 or 3.6, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity or discrepancy between the provisions of the Contract Documents and: 3.3.3.1. the provisions of any such standard, specification, manual, code or instruction (whether or not specifically incorporated by reference in the Contract Documents); or 1 11 3.3.3.2. the provisions of any such Laws or Regulations applicable to the performance of the Work (unless such an interpretation of the provisions of the Contract Documents would result in violation of such Law or Regulation). No provision of any such standard, specification, manual, code or instruction shall be effective to change the duties and responsibilities of OWNER, CONTRACTOR or ENGINEER or any of their subcontractors, consultants, agents or employees from those set forth in the Contract Documents, nor shall it be effective to assign to OWNER ENGINEER or any of ENGINEER's Consultants, agents or employees any duty or authority to supervise or direct the furnishing or performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of paragraph 9.13 or any other provision of the Contract Documents. 3.4. Whenever in the Contract Documents the terms "as ordered", "as directed", "as required", "as allowed", "as approved" or terms of like effect or import are used, or the adjectives "reasonable", "suitable", "acceptable", "proper" or "satisfactory" or adjectives of like effect or import are used to describe a requirement, direction, review or judgment of ENGINEER as to the Work, it is intended that such requirement, direction, review or judgment will be solely to evaluate, in general, the completed Work for compliance with the requirements of and information in the Contract Documents and conformance with the design concept of the completed Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). The use of any such term or adjective shall not be effective to assign to ENGINEER any duty or authority to supervise or direct the furnishing or performance of the Work or any duty or authority to undertake responsibility contrary to the provisions of paragraph 9.13 or any other provision of the Contract Documents. Amending and Supplementing Contmet Documents 3.5. The Contract Documents may be amended to provide for additions, deletions and revisions in the Work or to modify the terms and conditions thereof in one or more of the following ways: 3.5.1, a formal Written Amendment, 3.5.2. a Change Order (pursuant to paragraph 10.4), or EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) 3.5.3. a Work Change Directive (pursuant to paragraph 10.1). 3:6. in addition, the requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work may be authorized, in one or more of the following ways: 3.6.1. A Field Order (pursuant to paragraph 9.5), 3.6.2. ENGINEER's approval of a Shop Drawing or Sample (pursuant to paragraphs 6.26 and 6.2Ti, or 3.6.3. ENGINEER's written interpretation or clarification (pursuant to paragraph 9.4). Reuse ojDoeunrents. 3.7. CONTRACTOR, and any Subcontractor or Supplier or other person or organization performing or furnishing any of the Work under a direct or indirect contract with OWNER (i) shall not have or acquire any title to or ownership rights in any of the Drawings, Specifications or other documents (or copies of any thereof) prepared by or bearing the seal of ENGINEER or ENGINEER's Consultant, and (ii) shall not reuse any of such Drawings, Specifications, other documents or copies on extensions of the Project or any other project without written consent of OWNER and ENGINEER and specific written verification or adaptation by ENGINEER ARTICLE 4—AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCE POINTS Availability ojLands: 4.1. OWNER shall fumish, as indicated in the Contract Documents, the lands upon which the Work is to be performed, rights -of -way and easements for access thereto, and such other lands which are designated for the use of CONTRACTOR Upon reasonable �wiuea request, StateMOnt Of Fe6EW,1 legal title and legal ,7esoript:on of the of or filing a ineGhafiiG's lion against sueh lapAs in aceB'danae witli ....lieable Laws a D I OWNER shall identify any encumbrances or restrictions not of general application but specifically related to use of lands so furnished with which CONTRACTOR will have to comply in performing the Work. Easements for permanent structures or permanent changes in existing facilities will be obtained and paid for by OWNER, unless otherwise provided in the Contract Documents. If CONTRACTOR and OWNER are unable to agree on entitlement to or the amount or extent of any adjustments in the Contract Price or the Contract Times as a result of any delay in OWNER's furnishing these lands, rights -of - way or easements, CONTRACTOR may make a claim therefor as provided in Articles 11 and 12. ' City Financial Services y of FortCo Purchasing Division 215 N. Mason St. 2n° Floor PO Box 580. ' �� Fort Collins, CO 80522 970.221.6775 Purchasing 970.221.6707 fcgov.com/purchasing I SPECIFICATIONS ' AND CONTRACT DOCUMENTS FOR � Roofing Project at EPIC � and Senior Center I BID NO. 6126 PURCHASING DIVISION 215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS ' December 8, 2008 — 3:00 P.M. (OUR CLOCK) li 11 1 1 E J CONTRACTOR shall provide for all additional lands and access thereto that may be required for temporary construction facilities or storage of materials and equipment. 2. Subsurface and Physical Conditions: 4.2.1. Reports and Drandngs: Reference is made to the Supplementary Conditions for identification of: 4.2.1.1. Subsurface Conditions: Those reports of explorations and tests of subsurface conditions at or contiguous to the site that have been utilized by ENGINEER in preparing the Contract Documents; and 4.2.1.2. Physical Conditions: Those drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the site (except Underground Facilities) that have been utilized by ENGINEER in preparing the Contract Documents. 4.2.2. Limited Reliance by CONTRACTOR Authorizect Technical Data: CONTRACTOR may rely upon the general accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Except for such reliance on such "technical data", CONTRACTOR may not rely upon or make any claim against OWNER, ENGINEER or any of ENGINEER's Consultants with respect to: 4.2.2.1. the completeness of such reports and drawings for CONTRACTOR's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of construction to be employed by CONTRACTOR and safety precautions and programs incident thereto, or 4.2.2.2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings, or 4.2.2.3. any CONTRACTOR interpretation of or conclusion drawn from any "technical data" or any such data, interpretations, opinions or information. 4.2.3. Notice of Differing Subsurface or Physical Conditions: If CONTRACTOR believes that any subsurface or physical condition at or contiguous to the site that is uncovered or revealed either: 4.2.3.1. is of such a nature as to establish that any "technical data" on which CONTRACTOR is entitled to rely as provided in paragraphs 4.2.1 and 4.2.2 is materially inaccurate, or 4.2.3.2. is of such a nature as to require a change in the Contract Documents, or 4.2.3.3. differs materially from that shown or EJCDC GENERAL CONDITIONS 19103 (1990 E(ition) wl CITY OF FORT COLLINS MODIFICATIONS (REV 42000) indicated in the Contract Documents, or 4.2.3.4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; then CONTRACTOR shall, prenrptl}' immediately after becoming aware thereof and before further disturbing conditions affected thereby or performing any Work in connection therewith (except in an emergency as permitted by paragraph 6.23), notify OWNER and ENGINEER in writing about such condition. CONTRACTOR shall not further disturb such conditions or perform any Work in connection therewith (except as aforesaid) until receipt of written order to do so. 4.2.4. ENGINEER's Raview: ENGINEER will promptly review the pertinent conditions, determine the necessity of OWNER's obtaining additional exploration or tests with respect thereto and advise OWNER in writing (with a copy to CONTRACTOR) of ENGINEER's findings and conclusions. 4.2.5. Possible Contract Documents Change: If ENGINEER concludes that a change in the Contract Documents is required as a result of a condition that meets one or more of the categories in paragraph 4.2.3, a Work Change Directive or a Change Order will be issued as provided in Article 10 to reflect and document the consequences of such change. 4.2.6. Possible Price and Times Ac#ustments: An equitable adjustment in the Contract Price or in the Contract Times, or both, will be allowed to the extent that the existence of such uncovered or revealed condition causes an increase or decrease in CONTRACTOWs cost of, or time required for performance of the Work; subject, however, to the following: 4.2.6.1. such condition must meet any one or more of the categories described in paragraphs 4.2.3.1 through 4.2.3.4, inclusive, 4.2.6.2. a change in the Contract Documents pursuant to paragraph 4.2.5 will not be an ,automatic authorization of nor a condition precedent to entitlement to any such adjustment; 4.2.6.3. with respect to Work that is paid for on a Unit Price Basis, any adjustment in Contract Price will be subject to the provisions of paragraphs 9.10 and 11.9; and 4.2.6.4. CONTRACTOR shall not be entitled to any adjustment in the Contract Price or Times if; 4.2.6.4.1. CONTRACTOR knew of the existence of such conditions at the time CONTRACTOR made a final commitment to OWNER in respect of Contract Price and Contract Times by the submission of a bid or becoming bound under a negotiated contract; or 4.2.6.4.21 the existence of such condition could reasonably have been discovered or revealed as a result of any examination, investigation, exploration, test or study of the site and contiguous areas required by the Bidding Requirements or Contract Documents to be conducted by or for CONTRACTOR prior to CONTRACTOR's making such final commitment; or 4.2.6.4.3. CONTRACTOR failed to give the written notice within the time and as required by paragraph 4.2.3. If OWNER and CONTRACTOR are unable to agree on entitlement to or as to the amount or length of any such equitable adjustment in the Contract Price or Contract Times, a claim may be made therefor as provided in Articles 11 and 12. However, OWNER ENGINEER and ENGINEER's Consultants shall not be liable to CONTRACTOR for any claims, costs, losses or damages sustained by CONTRACTOR on or in connection with any other project or anticipated project. 4.3. Physical Conditions —Underground Facilities: 4.3.1. Shown orindleated: The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the site is based on information and data furnished to OWNER or ENGINEER by the owners of such Underground Facilities or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 4.3.1.1. OWNER and ENGINEER shall not be responsible for the accuracy or completeness of any such information or data; and 4.3.1.2. The cost of all of the following will be included in the Contract Price and CONTRACTOR shall have full responsibility for: (i) reviewing and checking all such information and data, (ii) locating all Underground Facilities shown or indicated in the Contract Documents,(iii) coordination of the Work with the owners of such Underground Facilities during construction, and (iv) the safety and protection of all such Underground Facilities as provided in paragraph6.20 and repairing any damage thereto resulting from the Work. 4.32. Not Shown or Indicated: If anUnderground Facility is uncovered or revealed at or contiguous to the site which was not shown or indicated in the Contract Documents, CONTRACTOR shall, promptly immediately after becoming aware thereof and before further disturbing conditions affected thereby or performing any Work in connection therewith (except in an emergency as required by paragraph 6.23), identify the owner of such Underground Facility and EJCDC GENERAL. CONDITIONS 191" (1990 E(ition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 412000) give written notice to that owner and to OWNER and ENGINEER ENGINEER will promptly review the Underground Facility and determine the extent, if any, to which a change is required in the .Contract Documents to reflect and document the consequences of the existence of the Underground Facility. If ENGINEER concludes that a change in the Contract Documents is required, a Work Change Directive or a Change Order will be issued as provided in Article 10 to reflect and document such consequences. During such -time, CONTRACTOR shall be responsible for the safety and protection of such Underground Facility as provided in paragraph 6.20. CONTRACTOR shall may be allowed an increase in the Contract Price or an extension of the Contract Times, or both, to the extent that they are attributable to the existence of any Underground Facility that was not shown or indicated in the Contract Documents and that CONTRACTOR did not know of and could not reasonably have been expected to be aware of or to have anticipated. If OWNER and CONTRACTOR are unable to agree on entitlement to or the amount or length of any such adjustment in Contract Price or Contract Times, CONTRACTOR may make a claim therefor as provided in Articles 11 and 12. However, OWNER, ENGINEER and ENGINEERS Consultants shall not be liable to CONTRACTOR for any claims, costs, losses or damages incurred or sustained by CONTRACTOR on or in connection with any other project or anticipated project. Reference Points: 4.4. OWNER shall provide engineering surveys to establish reference points for construction which in ENGINEER's judgment are necessary to enable CONTRACTOR to proceed with the Work. CONTRACTOR shall be responsible for laying out the Work, shall protect and preserve the established reference points and shall make no changes or relocations without the prior written approval of OWNER CONTRACTOR shall report to ENGINEER whenever any reference point is lost or destroyed or requires relocation because of necessary changes in grades or locations, and shall be responsible for the accurate replacement or relocation of such reference points by professionally qualified personnel. 4.5. .Asbestos, PCBs, Petroleum, Hazardous Waste or Radioactive Material: 4.5.1. OWNER shall be responsible for any Asbestos, PCBs, Petroleum, Hazardous Waste or Radioactive Material uncovered or revealed at the site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work and which may present a substantial danger to persons or property exposed thereto in connection with the Work at the site. OWNER shall not be responsible for any such materials brought to the site by CONTRACTOR, Subcontractors, Suppliers or anyone else for whom CONTRACTOR is responsible. E r] 7 EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4P-000) I ARTICLE 5--BONDS AND INSURANCE Performance, Payment and Other Bonds: 5.1. CONTRACTOR shall furnish Performance and Payment Bonds, each in an amount at least equal to the Contract Price as security for the faithful performance and payment of all CONTRACTOR's obligations under the Contract Documents. These Bonds shall remain in effect at least until one year after the date when final payment becomes due, except as provided otherwise by Laws or Regulations or by the Contract Documents. CONTRACTOR shall also furnish such other Bonds as are required by the Supplementary Conditions. All Bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations and shall be executed by such sureties as are named in the current list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Audit Staff; Bureau of Government Financial Operations, U.S. Treasury Department. All Bonds signed by an agent must be. accompanied by a certified copy of such agent's authority to act. 5.2. If the surety on any Bond furnished by CONTRACTOR is declared a bankrupt or becomes insolvent or its right to do business is terminated in any state where any part of the Project is located or it ceases to meet the requirements of paragraph 5.1, CONTRACTOR shall within ten days thereafter substitute another Bond and surety, both of which must be acceptable to OWNER 5.3. Licensed Sureties and Insurers; Certificates of Insurance. 5.3.1. All Bonds and insurance required by the Contract Documents to be purchased and maintained by OWNER or CONTRACTOR shall be obtained from surety or insurance companies that are duly licensed or authorized in the jurisdiction in which the Project is located to issue Bonds or insurance policies for the limits and coverages so required Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.3.2. CONTRACTOR shall deliver to OWNER, with copies to each additional insured identified in the Supplementary- Conditions, certificates of insurance (and other evidence of insurance requested by OWNER or any other additional insured) which CONTRACTOR is required to purchase and maintain in accordance with paragraph 5.4. OAA4;E she! dell-F to COTrrn A CT OR with copies to e Can" of iiisuranee (and at -her tlddtttonaf iris or any ,.&ff addi«:,.«..I feel) ._high OWNER 11 ' CONTRACTOR's Liability Insurance: 5.4. CONTRACTOR shall purchase and maintain such liability and other insurance as is appropriate for the Work being performed and famished 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.L claims under workers' compensation, disability benefits and other similar employee benefit acts; 5.4.2. claims for damages because of bodily injury, occupational sickness or disease, or death of CONTRACTOR's employees; 5.4.3. claims for damages because of bodily injury, sickness or disease, or death of any person other than CONTRACTOR's employees; damages5.4. 1. claims for a by dire (i) an), pefsen as a result of an effense GONTR rTno��:) by any��������7��� other reason; 5.4.5. claims for damages, other than to the Work itself, because of injury to or destruction of tangible property wherever located, including loss of use resulting therefrom; and ' 5.4.6. claims for damages because of bodily injury or death of any person or property damage arising out of the ownership, maintenance or use of any motor vehicle. ' The policies of insurance so required by this paragraph 5.4 to be purchased and maintained shall: ' 5.4.7. with respect to insurance required by paragraphs 5.4.3 through 5.4.6 inclusive and 5.4.9, include as additional insureds (subject to any customary exclusion in respect of professional liability), OWNER, ENGINEER, ENGINEER's ' Consultants and any other persons or entities identified in the Supplementary Conditions, all of whom shall be listed as additional insureds, and include coverage for the respective officers and employees of all such additional insureds; 5.4.3. 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; EJCDC GENERAL. CONDITIONS 1910-8 (1990 Edition) ' wl CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) 5.4.10. include contractual liability insurance covering CONTRACTOR's indemnity obligations under paragraphs 6.12, 6.16 and 6.31 through 6.33; 5.4.11. contain a provision or endorsement that the coverage afforded will not be cancelled, materially changed or renewal refused until at least thirty days' prior written notice has been given to OWNER and CONTRACTOR and to each other additional insured identified in the Supplementary Conditions to whom a certificate of insurance has been issued (and the certificates of insurance furnished by the CONTRACTOR pursuant to paragraph 5.3.2 will so provide); 5.4.11 remain in effect at least until final payment and at all times thereafter when CONTRACTOR may be correcting, removing or replacing defective Work in accordance with paragraph 13.12; and 5.4.13. with respect to completed operations insurance, and.any insurance coverage written on a claims -made basis, remain in effect for at least two years after final payment (and CONTRACTOR shall furnish OWNER and each other additional insured identified in the Supplementary Conditions to whom a certificate of insurance has been issued evidence satisfactory to OWNER and any such additional insured of continuation of such insurance at final payment and one year thereafter). OWNER's Liability Insurance: 5.5. In addition to insurance required to be provided by CONTRACTOR under paragraph 5.4, OWNER, at OWNER's option, may purchase and maintain at OWNER's expense OWNER's own liability insurance as will protect OWNER against claims which may arise from operations under the Contract Documents. Property Insurance: 1 C 5.8. U, the pelf .:es of insurance (and the certificates er PAher evidenee. thereeo required to be purchased End in mreFdanpa with paragraphs 5.6 and ,...e_ ga afforded «.,:I1 .,.. ,^be ,.w leelled or mAte 1..-ly ...L..... .. ,.e�:C..:.fe ..F ins.._,.sAp sentalrt waiver —previsions in aeeardrvu nce with 5.9. OWNER shall not be responsible for purchasing and maintaining any property insurance to protect the interests of CONTRACTOR, Subcontractors or others in fl..e III,._-, _I - ft.e &den of any deduGt:l.le .ntq thAt .. WM6fteFin-thA %pplemeetafy O tien.. The fisl�--of a ..ill be borne PUrAhA.,;,4 And EJCDC GENERAL CONDITIONS 1910-3 (1990 Edition) 10 w/ CITY OF FORT COLLINS MODIFICATIONS (REV 40-000) 1 Receipt andAppliation oflnsuranceProceeds: 5.12. Any insured loss under the policies of insurance required by paragraphs 5.6 and 5.7 will be adjusted with OWNER and made payable to OWNER as fiduciary for the insureds, as their interests may appear, subject to the requirements of any applicable mortgage clause and of paragraph5.13. OWNER shall deposit in a separate account any money so received, and shall distribute it in accordance with such agreement as the parties in interest may reach. If no other special agreement is reached the damaged Work shall be repaired or replaced, the moneys so received applied on account thereof and the Work and the cost thereof covered by an appropriate Change Order or Written Amendment. 5.13. OWNER as fiduciary shall have power to adjust and settle any loss with the insurers unless one of the parties in interest shall object in writing within fifteen days after the occurrence of loss to OWNER's exercise of this power. If such objection be made, OWNER as fiduciary shall make settlement with the insurers in accordance with such agreement as the parties in interest may reach If no such agreement among the parties in interest is reached, OWNER as fiduciary shall adjust and settle the loss with the insurers and if fed in writing by any pagy—in a proper peFfaFmanaa ef Such duties. .Acceptance of Bonds and Insurance; Option to Replace: 5.14. If OWNER has any objection to the coverage afforded by or other provisions of the Bends er insurance required to be purchased and maintained by the ethef p" CONTRACTOR in accordance with Article 5 on the basis of nonconformance with the Contract Documents, the OWNER will notify CONTRACTOR in writing within tea fifteen days after reeeipt delivery of the certificates fer other evidenee requested] to OWNER as required by paragraph 2.7. provided as the edf: may feasemb'request. TF Tl..,.,,,..a..... rh shall atip, II/,._l. ,.r.. ,.h F :I, a 4.. ..4., ... 4.. `..h., „Jiee to aft. other_ fight .,. o«. e.J,. ♦ham ...ha ^ole . ... obtain equivalent Bends a u.Tdmnee to proteet sueh the .-Y9 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 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV V2000) Completion of all the Work, such use or occupancy may be accomplished in accordance with paragraph 14.10; provided that no such use or occupancy shall commence before the insurers providing the property insurance have acknowledged notice thereof and in writing effected any changes in coverage necessitated thereby. The insurers providing the property insurance shall consent by endorsement on the policy or policies, but the property insurance shall not be cancelled or permitted to lapse on account of any such partial use or occupancy. ARTICLE 6—CONTRACTOR'S RESPONSIBILITIES Supervision and Superintendence: 6.1. CONTRACTOR shall supervise, inspect and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. CONTRACTOR shall be solely responsible for the means, methods, techniques, sequences and procedures of construction but CONTRACTOR shall not be responsible for the negligence of others in the design or specification of a specific means, method, technique, sequence or procedure of construction which is shown or indicated in and expressly required by the Contract Documents. CONTRACTOR shall be responsible to see that the completed Work complies accurately with the Contract Documents, 6.2. CONTRACTOR shall keep on the Work at all times during its progress a competent resident superintendent, who shall not be replaced without written notice to OWNER and ENGINEER except under extraordinary circumstances. The superintendent will be CONTRACTORS representative at the site and shall have authority to act on behalf of CONTRACTOR All communications to the superintendent shall be as binding as if given to CONTRACTOR Labor, Materials and Equipment: 6.3. CONTRACTOR shall provide competent, suitably qualified personnel to survey, lay out and construct the Work as required by the Contract Documents. CONTRACTOR shall at all times maintain good discipline and order at the site. Except as otherwise required for the safety or protection of persons or the Work or property at the site or adjacent thereto, and except as otherwise indicated in the Contract Documents, all Work at the site shall be performed during regular working hours and CONTRACTOR will not permit overtime work or the performance of Work on Saturday, Sunday or any legal holiday without OWNER's written consent given after prior written notice to ENGINEER. CONTRACTOR shall submit requests to the ENGINEER no less than 48 hours in advance of any Work to be performed on Saturday, Sunday, Holidays or outside the Regular Working Hours. 7 6.4. Unless otherwise specified in the General Requirements, CONTRACTOR shall furnish and assume full responsibility for all materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities and all other facilities and incidentals necessary for the furnishing, performance, testing, start-up and completion of the Work. 6.4.1. Purchasing Restrictions: CONTRACTOR must comply with the City's purchasing restrictions. A copy of the resolutions are available for review in the offices of the Purchasing and Risk Management Division or the Citv Clerk's office. 6.4.2. Cement Restrictions: City of Fort Collins Resolution 91-121 requires that suppliers and producers ' of cement or products containing cement to certify that the cement was not made in cement kilns that bum hazardous waste as a fuel. 1 � I 6.5. All materials'and equipment shall be of good quality and new, except as otherwise provided in the Contract Documents. All warranties and guarantees specifically called for by the Specifications shall expressly run to the benefit of OWNER If required by ENGINEER, CONTRACTOR shall furnish satisfactory evidence (including reports of required tests) as to the kind and quality of materials and equipment. All materials and equipment shall be applied, installed, connected, erected, used, cleaned and conditioned in accordance with instructions of the applicable Supplier, except as otherwise provided in the Contract Documents. Progress Schedule: 6.6. CONTRACTOR shall adhere to the progress schedule established in accordance with paragraph 2.9 as it may be adjusted from time to time as provided below: 6.6.1. CONTRACTOR shall submit to ENGINEER for acceptance (to the extent indicated in paragraph 2.9) proposed. adjustments in the progress schedule that will not change the Contract Times (or Milestones). Such adjustments will conform generally to the progress schedule then in effect and additionally will comply with any provisions of the General Requirements applicable thereto. 6.6.2. Proposed adjustments in the progress schedule that will change the Contract Times (or Milestones) shall be submitted in accordance with the requirements of paragraph 12.1. Such adjustments may only be made by a Change Order or Written Amendment in accordance with Article 12. 6.7. Substitutes and "Or -Equal " Items: 6.7.1. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the' specification or description is intended to establish the type, function and quality required. Unless the specification or description EJCDC GENERAL CONDITIONS 19103 (1990 Edition) 12 w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/1000) contains or is followed by words reading that no like, equivalent or "or -equal" item or no substitution is permitted, other items of material or equipment or material or equipment of other Suppliers may be accepted by ENGINEER under the following circumstances: 6.7.1.1. 'Or -Equal". If in ENGINEER's sole discretion an Item of material or equipment ,proposed by CONTRACTOR is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by ENGINEER as an "or -equal" item, in which case review and approval of the proposed item may, in ENGINEER's sole discretion, be accomplished without compliance with some or all of the requirements for acceptance of proposed substitute items. 6.7.1.2. Substitute Items: If in ENGINEER'S sole discretion an item of material or equipment proposed by CONTRACTOR does not qualify as an "or -equal" item under subparagraph 6.7.1.1, it will be considered a proposed substitute item. CONTRACTOR shall submit sufficient information as provided below to allow ENGINEER to determine that the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. The procedure for review by the ENGINEER will include the following as supplemented in the General Requirements and as ENGINEER may decide is appropriate under the circumstances. Requests for review of proposed substitute items of material or equipment will not be accepted by ENGINEER from anyone other than CONTRACTOR. If CONTRACTOR wishes to furnish or use a substitute item of material or equipment, CONTRACTOR shall fast make written application to ENGINEER for acceptance thereof, certifying that the proposed substitute will perform adequately the functions and achieve the results called for by the general design, be similar in substance to that specified and be suited to the same use as that specified The application will state the extent, if any, to which the evaluation and acceptance of the proposed substitute will prejudice CONTRACTOR's achievement of Substantial Completion on time, whether or not acceptance of the substitute for use in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with OWNER for work on the Project) to adapt the design to the proposed substitute and whether or not incorporation or use of the substitute in connection with the Work is subject to payment of any license fee or royalty. All variations of the proposed substitute from that specified will be identified in the application and available maintenance, repair and replacement service will be indicated. The application will also contain an itemized estimate of all costs or credits that will result directly or indirectly from acceptance of such substitute, including costs of redesign and claims of other contractors affected 1 by the resulting change, all of which will be CONTRACTOR shall perform not less than 20 considered by ENGINEER in evaluating the proposed substitute. ENGINEER may require percent of the Work with its own forces .(that is, without subcontracting). The 20 percent requirement ' CONTRACTOR to furnish additional data about shall be understood to refer to the Work the value of the proposed substitute. which totals not less than 20 percent of the Contract Price. 6.7.1.3. CON7RACTOR's ELpense: All, data to be provided by CONTRACTOR in support of any 6.8.2. if the Supplementary Condition Bidding ' proposed "or -equal" or substitute item will be at Documents require the identity of certain CONTRACTOR's expense. Subcontractors, Suppliers or other persons or organizations (including those who are to furnish the 6.7.2. Substitute ' Construction Methods or principal items of materials or equipment) to be Procedures: If a specific means, method, technique, submitted to OWNER ' sequence or procedure of construction is shown or date prior to the Effective Date of the Agreement for indicated in and expressly required by the Contract acceptance by OWNER and ENGINEER if Documents, CONTRACTOR may furnish or utilize a CGn 9RAGTOR has submitted a 1:s. thefeef substitute means, method, technique, sequence or procedure of construction acceptable to ENGINEER. OWNER's or ENGINEER's acceptance (either in ' CONTRACTOR shall submit sufficient information to writing or by failing to make written objection thereto allow ENGINEER, in ENGINEER's sole discretion, to by the date indicated for acceptance or objection in determine that the substitute proposed is equivalent to the bidding documents or the Contract Documents) of that expressly called for by the Contract Documents: any sueh Subeentmeter Supplier of E)theF peFse The procedure for review by ENGINEER will be erganrizatien se identified may be feveked en th ' similar to that provided in subparagraph 6.7.1.2. basis of reasenable objeetion after du ... in ..:I.:^h /r1T1TD A!`T r1D nl.,.11 . N. 4 6.7.3. Engineers Evaluation: ENGINEER will be aeeeptsbl� sub stitute, the ''entree' Price wig 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. ENGINEER will be the will sole judge of acceptability. No "or -equal" or constitute a condition of the Contract requiring the substitute will be ordered, installed or utilized without use of the named subcontractors, suppliers or other ENGINEER's prior written acceptance. which will be persons or organization on the Work unless prior evidenced by either a Change Order or an approved written approval is obtained from OWNER and ' Shop Drawing. OWNER may require ENGINEER No acceptance by OWNER or CONTRACTOR to famish at CONTRACTOR's ENGINEER of any such Subcontractor, Supplier or expense a special performance guarantee or other other person or organization shall constitute a waiver surety with respect to any "or -equal" or substitute. of any right of OWNER or ENGINEER to reject ENGINEER will record time required by defective Work. ' ENGINEER and ENGINEER's Consultants in evaluating substitutes proposed or submitted by 6_9. CONTRACTOR pursuant to paragraphs 6.7.1.2 and 6.7.2 and in making changes in the Contract 6.9.1. CONTRACTOR shall be fully responsible to Documents (or in the provisions of any other direct OWNER and ENGINEER for all acts and omissions contract with OWNER for work on the Project) of the Subcontractors, Suppliers and other persons occasioned thereby. Whether or not ENGINEER and organizations performing or furnishing any of the accepts a substitute item so proposed or submitted by Work under a direct or indirect contract with CONTRACTOR, CONTRACTOR shall reimburse CONTRACTOR just as CONTRACTOR is ' OWNER for the charges of ENGINEER and ENGLNEER's Consultants for evaluating each such responsible for CONTRACTOR's own acts and omissions. Nothing in the Contract Documents shall proposed substitute item. create for the benefit of any such Subcontractor, Supplier or other person or organization any 6_8. Concerning Subcontractors, Suppliers and contractual relationship between OWNER or ' Others: ENGINEER and any such Subcontractor, Supplier or other person or organization, nor shall it create any 6.8.1. CONTRACTOR shall not employ any obligation on the part of OWNER or ENGINEER to Subcontractor, Supplier or other person or organization pay or to see to the payment of any moneys due any (including those acceptable to OWNER and such Subcontractor, Supplier or other person or ENGINEER as indicated in paragraph 6.8.2), whether initially or as a substitute, against whom OWNER or organization except as may otherwise be required by Laws and Regulations. OWNER or ENGINEER may ' ENGINEER may have reasonable objection. furnish to anv subcontractor, supplier or other person CONTRACTOR shall not be required to employ any or organization evidence of amounts paid to Subcontractor, Supplier or other person or organization CONTRACTOR in accordance with to furnish or perform any of the Work against whom CONTRACTOR'S "Applications for Payment". ' CONTRACTOR has reasonable objection. EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) 13 ' w1 CITY OF FORT COLLINS MODIFICATIONS (REV 4I2000) L 6.9.2. CONTRACTOR shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers and other persons and organizations performing or furnishing any of the Work under a direct or indirect contract with CONTRACTOR CONTRACTOR shall require all Subcontractors, Suppliers and such other persons and organizations .performing or furnishing any of the Work to communicate with the ENGINEER through CONTRACTOR. 6.10. The divisions and sections of the Specifications and the identifications of any Drawings shall not control CONTRACTOR in dividing the Work among Subcontractors or Suppliers or delineating the Work to be performed by any specific trade. 6.11. All Work performed for CONTRACTOR by a Subcontractor or Supplier will be pursuant to an appropriate agreement between CONTRACTOR and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of OWNER and ENGINEER. er, the pnpefty in paregreghs5.6 of 5.7, dheegF eem a .t—how'FIAthe and the Sub6oritnactor or SUPPlieF Will waiver .� tS—a-ll F4)its agaitist OWNER; the Wer E. if the -items -en any sue11 �r� " C..ppli . t!''nTPT'D 3A (`TllrJ ...:II ,Main the same. Patent Fees and Royalties: 6.12. CONTRACTOR shall pay all license fees and royalties and assume all costs incident. to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product or device which is the subject of patent rights or copyrights held by others. If a particular invention, design., process, product or device is specified in the Contract Documents for use in the performance of the Work and if to the actual knowledge of OWNER or ENGINEER its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by OWNER in the Contract Documents. To the fullest extent permitted by Laws and Regulations, CONTRACTOR shall indemnify and hold harmless OWNER ENGINEER, ENGINEERS Consultants and the officers, directors, employees, agents and other consultants of each and any of them from and against all claims, costs, losses and damages arising out of or resulting from any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product or device not specified in the Contract Documents. 14 EJCDC GENERAL CONDITIONS 19105 (1990 Edition) wl CITY OF FORT COLLINS MODIFICATIONS (REV 40000) Pennits: 6.13. Unless otherwise provided in the Supplementary Conditions, CONTRACTOR shall obtain and pay for all construction permits and licenses. OWNER shall assist CONTRACTOR, when necessary, in obtaining such permits and licenses. CONTRACTOR shall pay all governmental charges and inspection fees necessary for the prosecution of the Work, which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement. CONTRACTOR shall pay all charges of utility owners for connections to the Work, and OWNER shall pay all charges of such utility owners for capital costs related thereto such as plant investment fees. 6.14. Laws and Regulations: 6.14. L CONTRACTOR shall give all notices and comply with all Laws and Regulations applicable to furnishing and performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, neither OWNER nor ENGINEER shall be responsible for monitoring CONTRACTORs compliance with any Laws or Regulations. 6.14.2. If CONTRACTOR performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, CONTRACTOR shall bear all claims, costs, losses and damages caused by, arising out of or resulting therefrom; however, it shall not be CONTRACTORs primary responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve CONTRACTOR of CONTRACTORs obligations under paragraph 3.3.2. Taxes: 6.15. CONTRACTOR shall pay all sales, consumer, use and other similar taxes required to be paid by CONTRACTOR in accordance with the Laws and Regulations of the place of the Project which are applicable during the performance of the Work. 6.15.1. OWNER is exempt from Colorado State and Focal sales and use taxes on materials to be permanently incMgrated into the project. Said taxes shall not be included in the Contract Price. CONTRACTOR must apply for, and receive, a Certificate of Exemption from the Colorado Department of Revenue for construction materials to be ph sisically incorporated into the project. This Certification of .Exemption provides that the CONTRACTOR shall neither pay nor include in his Bid Sales and Use Taxes on those building and construction materials physically incorporated into the protect. Address: Colorado Department of Revenue State Capital Annex 1 �F� 1 D 1375 Sherman Street Denver, Colorado, 80261 Sales and Use Taxes for the State of Colorado, Regional Tram§portation District (RTD) and certain Colorado counties are collected by the State of Colorado and are included in the Certification of Exemption. All applicable Sales and Use Taxes (including State collected taxes), on any items other than construction and building materials physically incorporated into the prroiect are to be paid by CONTRACTOR and are to be included in appropriate bid items. Use of Premises: 6.16. CONTRACTOR shall confine construction equipment, the storage of materials and equipment and the operations of workers to the site and land and areas identified in and permitted by the Contract Documents and other land and areas permitted by Laws and Regulations, rights -of -way; permits and easements, and shall not unreasonably encumber the premises with construction equipment or other materials or equipment. CONTRACTOR shall assume full responsibility for any damage to any such. land or area, or to the owner or occupant thereof or of any adjacent land or areas, resulting from the performance of the Work. Should any claim be made by any such owner or occupant because of the performance of the Work, CONTRACTOR shall promptly settle with such other party by negotiation or otherwise resolve the claim by arbitration or other dispute resolution proceeding or at law. CONTRACTOR shall, to the fullest extent permitted by Laws and Regulations, indemnify and hold harmless OWNER, ENGINEER, ENGIN-EER's Consultant and anyone directly or indirectly employed by any of them from and against all claims, costs, losses and damages arising out of or resulting from .any claim or action, legal or equitable, brought by any such owner or occupant against OWNER, ENGINEER or any other party indemnified ,hereunder to the extent caused by or based upon CONTRACTOR's performance of the Work. 6.17. During the progress of the Work, CONTRACTOR shall keep the premises free from accumulations of waste materials, rubbish and other debris resulting from the Work. At the completion of the Work CONTRACTOR shall remove all waste materials, rubbish and debris from and about the premises as well as all tools, appliances, construction equipment and machinery and surplus materials. CONTRACTOR shall leave the site clean and ready for occupancy by OWNER at Substantial Completion of the Work. CONTRACTOR shall restore to original condition all property not designated for alteration by the Contract Documents. 6.18. CONTRACTOR shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall CONTRACTOR subject any part of the Work or adjacent property to stresses or pressures that will endanger it. Record Documents: EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 412000) 6.19. CONTRACTOR shall maintain in a safe place at the site one record copy of all Drawings, Specifications, Addenda, Written Amendments, Change Orders, Work Change Directives, Field Orders and written interpretations and clarifications (issued pursuant to paragraph 9.4) in good order and annotated to show all changes made during construction. These record documents together with all approved Samples and a counterpart of . all approved Shop Drawings will be available to ENGINEER for reference. Upon completion of the Work, and prior to release of final payment, these record documents, Samples and Shop Drawings will be delivered to ENGINEER for OWNER. Safety and Protection: 6.20. CONTRACTOR shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. CONTRACTOR shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 6.20.1. all persons on the Work site or who may be affected by the Work; 6.20.2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the site; and 6.20.3. other property at the site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities and Underground Facilities not designated for removal, relocation or replacement in the course of construction. CONTRACTOR shall comply with all applicable Laws and Regulations of any public body having jurisdiction for safety of persons or property or to protect them from damage, injury or loss; and shall erect and maintain all necessary safeguards for such safety and protection. CONTRACTOR shall notify owners of adjacent property and of Underground Facilities and utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation and replacement of their property. All damage, injury or loss to any property referred to in paragraphs 6.20.2 or 6.20.3 caused, directly or indirectly, in whole or in part, by CONTRACTOR, any Subcontractor„ Supplier or any other person or organization directly or indirectly employed by any of them to perform or fumish any of the Work or anyone for whose acts any of them may be liable, shall be remedied by CONTRACTOR (except damage or loss attributable to the fault of Drawings or Specifications or to the acts or omissions of OWNER or ENGINEER or ENGINEER's Consultant or anyone employed by any of them or anyone for whose acts any.of them may be liable, and not attributable, directly or indirectly, in whole or in part, to the fault or negligence of CONTRACTOR or any Subcontractor, Supplier or other person or organization directly or indirectly employed by any of them). CONTRACTOR's duties and responsibilities.for the safety and protection of the Work shall continue until such time as all the Work is completed and ENGINEER has issued a