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HomeMy WebLinkAbout102829 DON KEHN CONSTRUCTION - CONTRACT - BID - 5834 ZIEGLER ROAD WIDENING PROJECTSPECIFICATIONS AND CONTRACT' DOCUMENTS FOR ZIEGLER ROAD WIDENING PROJECT BID N095834 BID OPENIN G: PURCHASING DIVISION 215 NORTH MASON STREET, 2'D FLOOR, FORT COLLINS �� FEBRUARY 10, 2004 - 3:00 P.M. (OUR CLOCK SECTION 00020 INVITATION TO BID 1375 Sherman Street Denver. Colorado. 80261 Sales and Use Taxes for the State of Colorado Regional Transportation District (RTD) and certain Colorado counties are collected by the State of Colorado and are included in the Certification of Exemption. All aMlicable Sales and Use Taxes (including State collected taxes), on any items other than construction and building materials physically incorporated into the protect are to be paid by CONTRACTOR and are to be included in appropriate bid items Use of Premises: 6.16. CONTRACTOR shall confine construction equipment, the storage of materials and equipment and the operations of workers to the site and land and areas identified in and permitted by the Contract Documents and other land and areas permitted by Laws and Regulations, rights -of -way, permits and easements, and shall not unreasonably encumber the premises with construction equipment or other materials or equipment. CONTRACTOR shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof or of any adjacent land or areas, resulting from the performance of the Work. Should any claim be made by any such owner or occupant because of the performance of the Work, CONTRACTOR shall promptly settle with such other party by negotiation or otherwise resolve the claim by arbitration or other dispute resolution proceeding or at law. CONTRACTOR shall, to the fullest extent permitted by Laws and Regulations, indemnify and hold harmless OWNER, ENGINEER, ENGINEER's Consultant and anyone directly or indirectly employed by any of them from and against all claims, costs, losses and damages arising out of or resulting from any claim or action, legal or equitable, brought by any such owner or occupant against OWNER ENGINEER or any other party indemnified hereunder to the extent caused by or based upon CONTRACTOR's performance of the Work. 6.17. During the progress of the Work, CONTRACTOR shall keep the premises free from accumulations of waste materials, rubbish and other debris resulting from the Work. At the completion of the Work CONTRACTOR shall remove all waste materials, rubbish and debris from and about the premises as well as all tools, appliances, construction equipment and machinery and surplus materials. CONTRACTOR shall leave the site clean and ready for occupancy by OWNER at Substantial Completion of the Work. CONTRACTOR shall restore to original condition all property not designated for alteration by the Contract Documents. 6.18. CONTRACTOR shall not load nor permit any part of any structure to be loaded in any manner- that will endanger the structure, nor shall CONTRACTOR subject any part of the Work or adjacent property to stresses or pressures that will endanger it. Record Documents: EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 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 furnish any of the Work or anyone for whose acts any of them may be liable, shall be remedied by CONTRACTOR (except damage or loss attributable to the fault of Drawings or Specifications or to the acts or omissions of OWNER or ENGINEER or ENGINEER's Consultant or anyone employed by any of them or anyone for whose acts any of them may be liable, and not attributable, directly or indirectly, in whole or in part, to the fault or negligence of CONTRACTOR or any Subcontractor, Supplier or other person or organization directly or indirectly employed by any of them). CONTRACTOR's duties and responsibilities for the safety and protection of the Work shall continue until such time as all the Work is completed and ENGINEER has issued a 15 notice to OWNER and CONTRACTOR in accordance with paragraph 14.13 that the Work is acceptable (except as otherwise expressly provided in connection with Substantial Completion). 6.21. Safety Representadve: 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 1910-8 (1990 Edition) 16 w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) purposes required by paragraph 6.26. The numbers of each Sample to be submitted will be as specified in the Specifications. 6.25. Submittal Procedures: 6.25.1. Before submitting each Shop Drawing or Sample, CONTRACTOR shall have determined and verified: 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. ENGINEER's review and approval will not extend to means, methods, techniques, sequences or procedures of construction (except where a particular means, method, technique, sequence or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and approval of a separate item as such will not indicate approval of the assembly in which the item functions. CONTRACTOR shall make corrections required by ENGINEER, and shall return the required number of corrected copies of Shop Drawings and submit as required new Samples for review and approval. CONTRACTOR shall direct specific attention in writing to revisions other than the corrections called for by ENGINEER on previous submittals. 6.27. 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 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 412000) accordance with the Contract Documents or a release of CONTRACTOR's obligation to perform the Work in accordance with the Contract Documents: 6.30.2.1. observations by ENGINEER; 6.30.2.2. recommendation of any progress or final payment by ENGINEER; 6.30.2.3. the issuance of a certificate of Substantial Completion or any payment by OWNER to CONTRACTOR under the Contract Documents; 6.30.2.4. use or occupancy of the Work or any part thereof by OWNER; 6.30.2.5. any acceptance by OWNER or any failure to do so; 6.30.2.6. any review and approval of a Shop Drawing or Sample submittal or the issuance of a notice of acceptability by ENGINEER pursuant to paragraph 14.13; 6.30.2.7. any inspection, test or approval by other,; 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 OWNED, ENGINEER, ENGINEER's Consultants and the officers, directors, employees, agents and other consultants of each and any of them from and against all claims, costs, losses and damages (including, but not limited to, all fees and charges of engineers, architects, attorneys and other professionals and all court or arbitration or other dispute resolution costs) caused by, arising out of or resulting from the performance of the Work, provided that any such claim, cost, loss or damage: (i) is attributable to bodily injury, sickness; disease or death, or to injury to or destruction of tangible property (other than the Work itself), including the loss of use resulting therefrom, and (ii) is caused in whole or in part by any negligent act or omission of CONTRACTOR, any Subcontractor, any Supplier, any person or organization directly or indirectly employed by any of them to perform or furnish any of the Work or anyone for whose acts any of them may be liable, regardless of whether or not caused in part by any negligence or omission of a person or entity indemnified hereunder or whether liability is imposed upon such indemnified party by Laws and Regulations regardless of the negligence of any such person or entity. 6.32. In any and all claims against OWNER or ENGINEER or any of their respective consultants, agents, officers, directors or employees by any employee (or the survivor or personal representative of such employee) of CONTRACTOR, any Subcontractor, any Supplier, any person or organization directly or indirectly employed by 17 any of them to perform or famish any of the Work or anyone for whose acts any of them may be liable, the indemnification obligation under paragraph 6.31 shall not be limited in any way by any limitation on the amount or type of damages, compensation or benefits payable by or for CONTRACTOR or any such Subcontractor, Supplier or other person or organization under workers' compensation acts, disability benefit acts or other employee benefit acts. 6.33. The indemnification obligations of CONTRACTOR under paragraph 6.31 shall not extend to the liability of ENGINEER and ENGINEER's Consultants, officers, directors, employees or agents caused by the professional negligence, errors or omissions of any of them. Survival of Obligations: 6.34. All representations, indemnifications, warranties and guarantees made in, required by or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion and acceptance of the Work and termination or completion of the Agreement. ARTICLE 7—OTHER WORK Related Work at Site: 7.1. OWNER may perform other work related to the Project at the site by OWNER's own forces, or let other direct contracts therefor which shall contain General Conditions similar to these, or have other work performed by utility owners. If the fact that such other work is to be performed was not noted in the Contract Documents, then: (i) written notice thereof will be given to CONTRACTOR prior to starting any such other work and (ii) CONTRACTOR may make a claim therefor as provided in Articles 11 and 12 if CONTRACTOR believes that such performance will involve additional expense to CONTRACTOR or requires additional time and the parties are unable to agree as to the amount or extent thereof 7.2. CONTRACTOR shall afford each other contractor who is a party to such a direct contract and each utility owner (and OWNER, if OWNER is performing the additional work with OWNER'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 out or alter their work with the written consent of ENGINEER and the others whose work will be affected. The duties and responsibilities of CONTRACTOR under this paragraph are for the benefit of such utility owners and other contractors to the extent that there are comparable EJCDC GENERAL. CONDITIONS 1910-9 (1990 Edition) 18 w/ CITY OF FORT COLLINS MODIFICATIONS (REV V2000) provisions for the benefit of CONTRACTOR in, said direct contracts between OWNER and such utility owners and other contractors. 7.3. If the proper execution or results of any part of CONTRACTOR's Work depends upon work performed by others under this Article 7, CONTRACTOR shall inspect such other work and promptly report to ENGINEER in writing any delays, defects or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of CONTRACTOR's Work. CONTRACTOR's failure so to report will constitute an acceptance of such other work as fit and proper for integration with CONTRACTOWs Work except for latent or nonapparent defects and deficiencies in such other work. Coordination~ 7A. If OWNER contracts with others for the performance of other work on the Project at the site, the following will be set forth in Supplementary Conditions: 7.4.1. the person, firm or corporation who will have authority and responsibility for coordination of the activities among the various prime contractors will be identified; 7.4.2. the specific matters to be covered by such authority and responsibility will be itemized; and 7.4.3. the extent of such authority and responsibilities will be provided. Unless otherwise provided in the Supplementary Conditions, OWNER shall have sole authority and responsibility in respect of such coordination. ARTICLE 8—OWNER'S RESPONSIBILITIES 8.1. Except as otherwise provided in these General Conditions, OWNER shall issue all communications to CONTRACTOR through ENGINEER. 8.2. In case of termination of the employment of ENGINEER, OWNER shall appoint an engineer against whose status under the Contract Documents shall be that of the former ENGINEER. 8.3. OWNER shall famish the data required of OWNER under the Contract Documents promptly and shall make payments to CONTRACTOR promptly when they are due as provided in paragraphs 14A and 14.13. 8A. OWNER's duties in respect of providing lands and easements and providing engineering surveys to establish reference points are set forth in paragraphs 4.1 and 4.4. Paragraph4.2 refers to OWNER's identifying and making available to CONTRACTOR copies of reports of explorations and bests of subsurface conditions at the site and drawings of physical conditions in existing structures at or contiguous to the site that have been utilized by ENGINEER in preparing the Contract Documents. -fAsY in nwr�he c c a Y Y 1 • . t, t c ,n r ,Y �_ �zo- 8.6. OWNER is obligated to execute Change Orders as indicated in paragraph 10.4. 8.7. OWNER's responsibility in respect of certain inspections, tests and approvals is set forth in paragraph 13.4. 8.8. In connection with OWNER's right to stop Work or suspend Work, see paragraphs 13.10 and 15.1. Paragraph 15.2 deals with OWNER's right to terminate services of CONTRACTOR under certain circumstances. 8.9. The OWNER shall not supervise, direct or have control or authority over, nor be responsible for, CONTRACTOR's means, methods, techniques, sequences or procedures of construction or the safety precautions and programs incident thereto, or for any failure of CONTRACTOR to comply with Laws and Regulations applicable to the famishing 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. •ii� • .. SO .- MI - ARTICLE 9—ENGINEER'S STATUS DURING CONSTRUCTION OWNER's Representative: 9.1. ENGINEER will be OWNERis representative during the construction period. The duties and responsibilities and the limitations of authority of ENGINEER as OWNER's representative during construction are set forth in the Contract Documents and shall not be extended without written consent of OWNER and ENGINEER. Visits to Site: 9.2. ENGINEER will make visits to the site at intervals appropriate to the various stages of construction as ENGINEER deems necessary in order to observe as an experienced and qualified design professional the progress EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 42000) 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' 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 Genditiens of these General Conditions. If OWNER designates another representative or agent to represent OWNER at the site who is not ENGINEER's Consultant, agent or employee, the responsibilities and authority and limitations thereon of such other , person will be as provided in the Supplementary Gendifiens Daragranh 9.3 9.3.2. Duties and R onsibilities. Representative will: 9.3.2.1. Schedules - Review the progress 19 schedule and other schedules prepared by the CONTRACTOR and consult with the ENGINEER concernine acceptability. 9 3 2 2 Conferences and Meeting - Attend meeting with the CONTRACTOR such as RLgCq lstruction conferences WofTlPSS meeting and other iob conferences and prepare and circulate coies 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 Shay Drawing or sample submission if the submission has not been approved by the ENGINEER. 9 3 2 4 Review of Work Rejection of Defective Work Inspections and Tests - 9.3.2.4.1. Conduct on -site observations of the Work in progress to assist the ENGINEER in determining that the Work is proceeding in accordance with the Contract Documents. 9 3 2 4 3 Accompany visiting inspectors representing public or other agencies haying jurisdiction over the ProiecL record the results of these inspections and report to the ENGINEER. 9.3.2.6. Modifications. Consider and evaluate CONTRACTOR'S suggestions for EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) 20 w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) modification in Drawings or Specifications and remrt these recommendations to ENGINEER Accurately transmit to CONTRACTOR decisions issued by the ENGINEER. 9.3.2.7. Records. 9.3.2.8. Reports. 9 3 2 81 Furnish ENGINEER periodic reports as required of the progress of the Work and of the CONTRACTOR'S compliance with the promss schedule and schedule of shop Drawing and sample submittals. 9.3.2.8.2. Consult with ENGINEER in advance of scheduling maior 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 Order Work Directive Changes and field orders. 9 3 2 8 4 Report immediately to ENGINEER and OWNER the occumnce of M accident. 9 3 2 9 Payment Requests Review applications for payment with CONTRACTOR for comp-- with the established procedure for their submission and forward with recommendation to ENGINEER. noting particularly the relationship of the payment requested to the schedule of values work completed and materials and equipment delivered at the site but not incorporated in the Work. 9.3.2.10. Completion. 9.3.2.10.1. Before ENGINEER issues a Certificate of Substantial Completion. submit to CONTRACTOR a list of observed items requiring correction or completion 9.3.2.10.2. Conduct final inspection in the company of the ENGINEER, OWNER and CONTRACTOR and prepare a final list of items to be corrected or completed 9.3.2.10.3. Observe that all items on the final list have been corrected or completed and make recommendations to ENGINEER concerning acceptance. 9.3.3. Limitation of Authority The Representative shall not: 9.3.3.1. Authorize any deviations from the Contract Documents or accept any substitute materials or equipment, unless authorized by the ENGINEER 9.3.3.2. Exceed limitations of ENGINEER'S authority as set forth in the Contract Documents 9.3.3.3. Undertake any of the responsibilities of the CONTRACTOR, Subcontractors or CONTRACTOR'S superintendent 9.3.3.4. Advise on, or issue directions relative to, or assume control over any aspect of the means, methods techniques sequences or procedures for construction unless such is specifically called for in the Contract Documents 9.3.3.5. Advise on or issue directions regarding or assume control over safety precautions and programs in connections with the Work. 9.3.3.6. Accept Shop Drawings or sample submittals from anvone other than the CONTRACTOR 9.3.3.7. Authorize OWNER to occupy the Work in whole or in part. 9.3.3.8. Participate in specialized field or laboratory tests or inspections conducted by others except as Mg2ifically authorized by the ENGINEER Clarifications and Interpretations: 9.4. ENGINEER will issue with reasonable promptness such written clarifications or interpretations of the EICDC GENERAL CONDITIONS 1910-9 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4)20o0) requirements of the Contract Documents (in the form of Drawings or otherwise) as ENGINEER may determine necessary, which shall be consistent with the intent of and reasonably inferable from the Contract Documents. Such written clarifications and interpretations will be binding on OWNER and CONTRACTOR. If OWNER or CONTRACTOR believes that a written clarification or interpretation justifies an adjustment in the Contract Price or the Contract Times and the parties are unable to agree to the amount or extent thereof if any, OWNER or CONTRACTOR may make a written claim therefor as provided in Article 11 or Article 12. Authorized Variations in Work: 9.5. ENGINEER may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Times and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on OWNER and also on CONTRACTOR who shall perform the Work involved promptly. If OWNER or CONTRACTOR believes that a Field Order justifies an adjustment in the Contract Price or the Contract Times and the parties are unable to agree as to the amount or extent thereof, OWNER or CONTRACTOR may make a written claim therefor as provided in Article 11 or 12. Rejecting Defective Work: 9.6. ENGINEER will have authority to disapprove or reject Work which ENGINEER believes to be defective, or that ENGINEER believes will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. ENGINEER will also have authority to require special inspection or testing of the Work as provided in paragraph 13.9, whether or not the Work is fabricated, installed or completed. Shop Drawings, Change Orders and Payments: 9.7. In connection with ENGINEER' authority as to Shop Drawings and Samples, see paragraphs 6.24 through 6.28 inclusive. 9.8. In connection with ENGINEER'S authority as to Change Orders, see Articles 10, 11, and 12. 9.9. In connection with ENGINEER' authority as to Applications for Payment, see Article 14. Determinations for Unit Prices. 9.10. ENGINEER will determine the actual quantities and classifications of Unit Price Work performed by CONTRACTOR. ENGINEER will review with CONTRACTOR the ENGINEER'spreliminary determinations on such matters before rendering a written decision thereon (by recommendation of an Application 21 for Payment or otherwise). ENGINEER's written decision thereon will be final and binding upon OWNER and CONTRACTOR unless, within ten days after the date of any such decision, either OWNER or CONTRACTOR delivers to the other and to ENGINEER written notice of intention to appeal from ENGINEER's decision and: (i) an appeal from ENGINEER's decision is taken within the time limits and in accordance with the procedures set forth in Exhibit GC -A, "Dispute Resolution Agreement", entered into between OWNER and CONTRACTOR pursuant to Article 16, or (ii) if no such Dispute Resolution Agreement has been entered into, a formal proceeding is instituted by the appealing parry in a forum of competent jurisdiction to exercise such rights or remedies as the appealing party may have with respect to ENGINEER's decision, unless otherwise agreed in writing by OWNER and CONTRACTOR. Such appeal will not be subject to the procedures of paragraph 9.11. Decisions on Disputes. 9.11. ENGINEER will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. Claims, disputes and other matters relating to the acceptability of the Work or the interpretation of the requirements of the Contract Documents pertaining to the performance and furnishing of the Work and claims under Articles 11 and 12 in respect of changes in the Contract Price or Contract Times will be referred initially to ENGINEER in writing with a request for a formal decision in accordance with this paragraph. Written notice of each such claim, dispute or other matter will be delivered by the claimant to ENGINEER and the other party to the Agreement promptly (but in no event later than thirty days) after the start of the occurrence or event giving rise thereto, and written supporting data will be submitted to ENGINEER and the other party within sixty days after the start of such occurrence or event unless ENGINEER allows an additional period of time for the submission of additional or more accurate data in support of such claim, dispute or other matter. The opposing party shall submit any response to ENGINEER and the claimant within thirty days after receipt of the claimant's last submittal (unless ENGINEER allows additional time). ENGINEER will render a formal decision in writing within thirty days after receipt of the opposing party s submittal, if any, in accordance with this paragraph. ENGINEEWs written decision on such claim, dispute or other matter will be final and binding upon OWNER and CONTRACTOR unless: (i) an appeal from ENGINEER's decision is taken within the time limits and in accordance with the procedures set forth in EXHIBIT GC -A, "Dispute Resolution Agreement", entered into between OWNER and CONTRACTOR pursuant to Article 16, or (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 E1CDC GENERAL CONDITIONS 1910-8 (1990 Edition) 22 w/ CiTY OF FORT COLLINS MODIFICATIONS (REV 4/2000) decision, unless otherwise agreed in writing by OWNER and CONTRACTOR. 9.12. When functioning as interpreter and judge under paragraphs 9.10 and 9.11, ENGINEER will not show partiality to OWNER or CONTRACTOR and will not be liable in connection with any interpretation or decision rendered in good faith in such capacity. The rendering of a decision by ENGINEER pursuant to paragraphs 9.10 or 9.11 with respect to any such claim, 'dispute or other matter (except any which have been waived by the making or acceptance of final payment as provided in paragraph 14.15) will be a condition precedent to any exercise by OWNER or CONTRACTOR of such rights or remedies as either may otherwise have under the Contract Documents or by Laws or Regulations in respect of any such claim, dispute or other matter-pursetan"a4dfie". 9.13. Limitations on ENGEVEER's Authority and Responsibilities. 9.13.1. Neither ENGINEER's authority or responsibility under this Article 9 or under any other provision of the Contract Documents nor any decision made by ENGINEER in good faith either to exercise or not exercise such authority or responsibility or the undertaking, exercise or performance of any authority or responsibility by ENGINEER shall create, impose or give rise to any duty owed by ENGINEER to CONTRACTOR, any Subcontractor, any Supplier, any other person or organization, or to any surety for or employee or agent of any of them. 9.13.2, ENGINEER will not supervise, direct, control or have authority over or be responsible for CONTRACTOR'S means, methods, techniques, sequences or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of CONTRACTOR to comply with Laws and Regulations applicable to the furnishing or performance of the Work. ENGINEER will not be responsible for CONTRACTOR's failure to perform or furnish the Work in accordance with the Contract Documents. 9.13.3. ENGINEER will not be responsible for the acts or omissions of CONTRACTOR or of any Subcontractor, any Supplier, or of any other person or organization performing or furnishing any of the Work. 9.13.4. ENGINEER's review of the final Application for Payment and accompanying documentation and all maintenance and operating instructions, schedules, guarantees, Bonds and certificates of inspection, tests and approvals and other documentation required to be delivered by paragraph 14.12 will only be to determine generally that their content complies with the requirements of, and in the case of certificates of inspections, tests and approvals that the results certified indicate compliance with, the Contract Documents. 9.13.5. The limitations upon authority and responsibility set forth in this paragraph 9.13 shall also apply to ENGINEER's Consultants, Resident Project Representative and assistants. ARTICLE 10—CHANGES IN THE WORK 10.1. Without invalidating the Agreement and without notice to any surety, OWNER may, at any time or from time to time, order additions,. deletions or revisions in the Work. Such additions, deletions or revisions will be authorized by a Written Amendment, a Change Order, or a Work Change Directive. Upon receipt of any such document, CONTRACTOR shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). 10.2. If OWNER and CONTRACTOR are unable to agree as to the extent, if any, of an adjustment in the Contract Price or an adjustment of the Contract Times that should be allowed as a resulf of a Work Change Directive, a claim may be made therefor as provided in Article 11 or Article 12. 10.3. CONTRACTOR shall not be entitled to an increase in the Contract Price or an extension of the Contract Times with respect to any Work performed that is not required by the Contract Documents as amended, modified and supplemented as provided in paragraphs 3.5 and 3.6, except in the case of an emergency as provided in paragraph 6.23 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, (h) required because of acceptance of defective Work under paragraph 13.13 or correcting defective Work under paragraph 13.14, or (iii) agreed to by the parties; 10.4.2. changes in the Contract Price or Contract Times which are agreed to by the parties; and 10.4.3. changes in the Contract Price or Contract Times which embody the substance of any written decision rendered by ENGINEER pursuant to paragraph 9.11; provided that, in lieu of executing any such Change Order, an appeal may be taken from any such decision in accordance with the provisions of the Contract Documents and applicable Laws and Regulations, but during any such appeal, CONTRACTOR shall carry on the Work and adhere to the progress schedule as provided in paragraph 6.29. 10.5. If notice of any change affecting the general scope of the Work or the provisions of the Contract Documents EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 42000) (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 CONTRACTOR's expense without change in the Contract Price. 11.2. The Contract Price may only be changed by a Change Order or by a Written Amendment Any claim for an adjustment in the Contract Price shall be based on written notice delivered by the party making the claim to the other party and to ENGINEER promptly (but in no event later than thirty days) after the start of the occurrence or event giving rise to the claim and stating the general nature of the claim. Notice of the amount of the claim with supporting data shall be delivered within sixty days after the start of such occurrence or event (unless ENGINEER allows additional time for claimant to submit additional or more accurate data in support of the claim) and shall be accompanied by claimants written statement that the adjustment claimed covers all known amounts to which the claimant is entitled as a result of said occurrence or event All claims for adjustment in the Contract Price shall be determined by ENGINEER in accordance with paragraph 9.11 if OWNER and CONTRACTOR cannot otherwise agree on the amount involved. No claim for an adjustment in the Contract Price will be valid if not submitted in accordance with this paragraph 11.2. 11.3. The value of any Work covered by a Change Order or of any claim for an adjustment in the Contract Price will be determined as follows: 11.3.1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of 23 paragraphs 11.9.1 through 11.9.3, inclusive); 11.3.2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed payment basis, including lump sum (which may include an allowance for overhead and profit not necessarily in accordance with paragraph 11.6.2); 11.3.3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum is not reached under paragraph 11.3.2, on the basis of the Cost of the Work (determined as provided in paragraphs 11.4 and 11.5) plus a CONTRACTOR'S fee for overhead and profit (determined as provided in paragraph 11.6). Cost of the Work. 11.4. The term Cost of the Work means the sum of all costs necessarily incurred and paid by CONTRACTOR in the proper performance of the Work. Except as otherwise may be agreed to in writing by OWNER, such costs shall be in amounts no higher than those prevailing in the locality of the Project, shall include only. the following items and shall not include any of the costs itemized in paragraph 11.5: 11.4.1. Payroll costs for employees in the direct employ of CONTRACTOR in the performance of the Work under schedules of job classifications agreed upon by OWNER and CONTRACTOR Such employees shall include without limitation superintendents, foremen and other personnel employed full-time at the site. Payroll costs for employees not employed full-time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall inelude, but 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 andratimwient benefits;-benuew, + + -----en and,,,.� applicable thereto. The expenses of performing Work after regular working hours, on Saturday, Sunday or legal holidays, shall be included in the above to the extent authorized by OWNER I I A.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. 11A.3. Payments made by CONTRACTOR to the Subcontractors for Work performed or furnished by Subcontractors. If required by OWNER, EJCDC GENERAL CONDITIONS 191M (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 Subcontractoes Cost of the Work and fee shall be determined in the same manner as CONTRACTOR'S Cost of the Work and fee as provided in paragraphs 11.4, 11.5, 11.6 and 11.7. All subcontracts shall be subject to the other provisions of the Contract Documents insofar as applicable. 11.4.4. Costs of special consultants (including but ^ not limited to engineers, architects, testing laboratories, surveyors, attorneys and accountants) employed for services specifically related to the ^ Work. 11.4.5. Supplemental costs including the following: 11.4.5.1. The proportion of necessary transportation, travel and subsistence expenses of CONTRACTOR's employees incurred in discharge of duties connected with the Work. ^ 11.4.5.2. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office and ^ temporary facilities at the site and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost less market value of such items used but not consumed which remain the property of CONTRACTOR 11.4.5.3. Rentals of all construction equipment and machinery and the parts thereof ' whether rented from CONTRACTOR or others in accordance with rental agreements approved by OWNER with the advice of ENGINEER, and the costs of transportation, loading, unloading, installation, dismantling and removal thereof --all in accordance with terms of said rental agreements. The rental of any such equipment, machinery or parts shall cease when the use thereof is no longer necessary for the Work. 11.4.5.4. Sales, consumer, use or similar taxes related to the Work, and for which CONTRACTOR is liable, imposed by Laws and Regulations. 11.4.5.5. Deposits lost for causes other than negligence of CONTRACTOR, any Subcontractor or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. 11.4.5.6. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by CONTRACTOR in connection with the SECTION 00020 INVITATION TO BID Date: January 9, 2004 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 February 10, 2004, for the ZIEGLER ROAD WIDENING PROJECT; Bid No. 5834. 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. O. 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 twelve foot (12') widening of Ziegler Road, south of Rock Creek, to minor arterial standards and the twenty foot (201) widening of Ziegler Road, north of Rock Creek,_ to full arterial standards, including a two inch (2") mill and overlay of the east half of the roadway. The improvements will include 3,944 lineal feet of vertical curb and gutter, 15,444 square yards of six inch (6") detached concrete sidewalk, the piping of the existing irrigation lateral used by the school district, the reconstruction and relocation of the existing concrete irrigation lateral north of Rock Creek and storm sewer improvements along Ziegler Road. The Contractor will provide Traffic Control and Construction Surveying. The Contractor will be required to work with the City traffic control department. 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 January 13, 2004. Copies of the Contract Documents, complete with Construction Specifications and Drawings, may be obtained from Purchasing Division at 215 North Mason St., 2nd floor, Fort Collins, Colorado, 80521 upon payment of a refundable fee of Fifty Dollars ($50.00) per set. No partial sets will be issued. The Contract Documents and Construction Drawings may be examined at: 1. City of Fort Collins, Purchasing Division. 2. The Daily Journal, 2000 S. Colorado Blvd. Suite 2000, Denver, Colorado. 3. CMD Denver Plan Room, 8878 Barrons Blvd., Highlands Ranch, Colorado 4. Builders Exchange, 223 South Link Lane, Fort Collins, Colorado. 5. The Plan Room,. 2176 South Jasmine St. Door "E"/Suite 219, Denver, Colorado. A prebid conference and job walk with representatives of prospective Bidders will be held at 1:00 p.m. on January 28, 2004 at 281 North College Avenue, Conference Room A, Fort Collins, Colorado. Prospective Bidders are invited to present their questions relative to this Bid 07/2001 Section 00020 Page 1 performance and furnishing of the Work (except losses and damages within the deductible amounts of property insurance established by OWNER in accordance with paragraph 5.9), provided they have resulted from causes other than the negligence of CONTRACTOR, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of OWNER. No such losses, damages and expenses shall be included in the Cost of the Work for the purpose of determining CONTRACTOR'S fee. If, however, any such loss or damage -requires reconstruction and CONTRACTOR is placed in charge thereof; CONTRACTOR shall be paid for services a fee proportionate to that stated in paragraph 11.6.2. 11.4.5.7. The cost of utilities, fuel and sanitary facilities at the site. 11.4.5.8. Minor expenses such as telegrams, long distance telephone calls, telephone service at the site, expressage and similar petty cash items in connection with the Work. 11.4.5.9. Cost of premiums for additional Bonds and insurance required because of changes in the Work. 11.5. The term Cost of the Work shall not include any of the following: 11.5.1. Payroll costs and other compensation of CONTRACTOR's officers, executives, principals (of partnership and sole proprietorships), general managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks and other personnel employed by CONTRACTOR whether at the site or in CONTRACTOR's principal or a branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in paragraph 11.4.1 or specifically covered by paragraph 11.4.4—all of which are to be considered administrative costs covered by the CONTRACTOR's fee. 11.5.2. Expenses of CONTRACTOR'S principal and branch offices other than CONTRACTOR's office at the site. 11.5.3. Any part of CONTRACTOR's capital expenses, including interest on CONTRACTOR'S capital employed for the Work and charges against CONTRACTOR for delinquent payments. 11.5 A. Cost of premiums for all Bonds and for all insurance whether or not CONTRACTOR is required by the Contract Documents to purchase and maintain the same (except for the cost of premiums covered by subparagraph 11.4.5.9 above). E]CDC GENERAL CONDITIONS 1910-9 (1990 Edition) w! CITY OF FORT COLLINS MODIFICATIONS (REV 4f2000) 11.5.5. Costs due to the negligence of CONTRACTOR, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied and making good any damage to property. 11.5.6. Other overhead or general expense costs of any kind and the costs of any item not specifically and expressly included in paragraph 11.4. 11.6. The CONTRACTOR'S fee allowed to CONTRACTOR for overhead and profit shall be determined as follows: 11.6.1. a mutually acceptable fixed fee; or 11.6.2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: 11.6.2.1. for costs incurred under paragraphs I I A.1 and 11.4.2, the CONTRACTOR'S fee shall be fifteen percent; 11.6.2.2. for costs incurred under paragraph 11.4.3, the CONTRACTOR's fee shall be five percent; 11.6.2.3. where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of paragraphs 11.4.1, 11.4.2, 11.4.3 and 11.6.2 is that the Subcontractor who actually performs or furnishes the Work, at whatever tier, will be paid a fee of fifteen percent of the costs incurred by such Subcontractor under paragraphs I I A.1 and 11.4.2 and that any higher tier Subcontractor and CONTRACTOR will each be paid a f ; to be negotiated in good faith with the OWNER but not to exceed five percent of the amount paid to the next lower tier Subcontractor. 11.6.2.4. no fee shall be payable on the basis of costs itemized under paragraphs I I AA, 11.4.5 and 11.5; 11.6.2.5. the amount of credit to be allowed by CONTRACTOR to OWNER for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in CONTRACTOR'S flee by an amount equal to five percent of such net decrease; and 11.6.2.6. when both additions and credits are involved in any one change, the adjustment in CONTRACTOR's fee shall be computed on the basis of the net change in accordance with paragraphs 11.6.2.1 through 11.6.2.5, inclusive. 11.7. Whenever the cost of any Work is to be 25 determined pursuant to paragraphs 11.4 and 11.5, CONTRACTOR will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in form acceptable to ENGINEER an itemized cost breakdown together with supporting data. Cash Allowances: 11.8. It is understood that CONTRACTOR has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be furnished and performed for such sums as may be acceptable to OWNER and ENGINEER CONTRACTOR agrees that: 11.8.1. the allowances include the cost to CONTRACTOR (less any applicable trade discounts) of materials and equipment required by the allowances to be delivered at the site, and all applicable taxes; and 11.8.2. CONTRACTOR's costs for unloading and handling on the site, labor, installation costs, overhead, profit and other expenses contemplated for the allowances have been included in the Contract Price and not in the allowances and no demand for additional payment on account of any of the foregoing will be valid. Prior to final payment, an appropriate Change Order will be issued as recommended by ENGINEER to reflect actual amounts due CONTRACTOR on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.9. Unit Price Work: 11.9.1. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the established unit prices for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by CONTRACTOR will be made by ENGINEER in accordance with paragraph 9.10. 11.9.2. Each unit price will be deemed to include an amount considered by CONTRACTOR to be adequate to cover CONTRACTOR's overhead and profit for each separately identified item. 11.9.3.OWNER or CONTRACTOR may make a claim for an adjustment in the Contract Price in accordance with Article 11 if: 11.9.3.1. the quantity of any item of Unit Price Work performed by CONTRACTOR differs materially and significantly from the estimated quantity of such item indicated in the Agreement; EJCDC GENERAL CONDITIONS 1910-9 (1990 Edition) 26 w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) and 11.9.3.2. there is no corresponding adjustment with respect to any other item of Work; and 11.9.3.3. if CONTRACTOR believes that CONTRACTOR is entitled to an increase in Contract Price as a result of having incurred additional expense, or OWNER believes that OWNER is entitled to a decrease in Contract Price and the parties are unable to agree as to the amount of any such increase or decrease. ARTICLE 12—CHANGE OF CONTRACT TIMES 12.1. The Contract Times (or Milestones) may only be changed by a Change Order or a Written Amendment. Any claim for an adjustment of the Contract Times (or Milestones) shall be based on written notice delivered by the party making the claim to the other party and to ENGINEER promptly (but in no event later than thirty days) after the occurrence of the event giving rise to the claim and stating the general nature of the claim. Notice of the extent of the claim with supporting data shall be delivered within sixty days after such occurrence (unless ENGINEER allows additional time to ascertain more accurate data in support of the claim) and shall be accompanied by the claimant's written statement that the adjustment claimed is the entire adjustment to which the claimant has reason to believe it is entitled as a result of the occurrence of said event. All claims for adjustment in the Contract Times (or Milestones) shall be determined by ENGINEER in accordance with paragraph 9.11 if OWNER and CONTRACTOR cannot otherwise agree. No claim for an adjustment in the Contract Times (or Milestones) will be valid if not submitted in accordance with the requirements of this paragraph 12.1. 12.2. All time limits stated in the Contract Documents are of the essence of the Agreement. 12.3. Where CONTRACTOR is prevented from completing any part of the Work within the Contract Times (or Milestones) due to delay beyond the control of CONTRACTOR, the Contract Times (or Milestones) will be extended in an amount equal to time lost due to such delay if a claim is made therefor as provided in paragraph 12.1. Delays beyond the control of CONTRACTOR shall include, but not be limited to, acts or neglect by OWNER, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions or acts of God. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of CONTRACTOR. 12.4. Where CONTRACTOR is prevented from completing any part of the Work within the Contract Times (or Milestones) due to delay beyond the control of both OWNER and CONTRACTOR, an extension of the Contract Times (or Milestones) in an amount equal to the time lost due to such delay shall be 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 feasenable—Eaves 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 13.9 EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w CITY OF FORT COLLINS MODIFICATIONS (REV 4t2000) 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 uncovering, exposure, observation, inspection, testing, replacement and reconstruction; and, if the parties are unable to agree as to the amount or extent thereof, CONTRACTOR may make a claim therefor as provided in Articles 11 and 12. OWNER May Stop the Work. 13.10. If the Work is defective, or CONTRACTOR fails to supply sufficient skilled workers or suitable materials or equipment, or fails to furnish or perform the Work in such a way that the completed Work will conform to the Contract Documents, OWNER may order CONTRACTOR to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of OWNER to stop the Work shall not give rise to any duty on the part of OWNER to exercise this right for the benefit of CONTRACTOR or any surety or other party. Correction or Removal of Defective Work. 13.11. If required by ENGINEER, CONTRACTOR shalt 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 em year two years after the date of Substantial Completion or such longer period of time as may be prescribed by Laws or Regulations or by the terms of any applicable special guarantee required by the Contract Documents or by any specific provision of the Contract Documents, any Work is found to be defective, CONTRACTOR shall promptly, without cost to OWNER and in accordance with OWNER's written instructions: (i) correct such defective Work, or, if it has been rejected by OWNER, remove it from the site and replace it with Work that is not defective, and 00 satisfactorily correct or remove and replace any damage to other Work or the work of others resulting therefrom. If CONTRACTOR does not promptly comply with the terms of such instructions, or in an emergency where delay would cause serious risk of loss or damage, OWNER may have the defective Work corrected or the rejected Work removed and replaced, and all claims, costs, losses and damages caused by or resulting from such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by CONTRACTOR 13.12.2.In special circumstances where a particular item of equipment is placed in continuous service before Substantial Completion of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Specifications or by Written Amendment. 13.12.3. Where defective Work (and damage to other EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) 28 w/ CITY OF FORT COLLINS MODIFICATIONS (REV 42000) Work resulting therefrom) has been corrected, removed or replaced under this paragraph 13.12, the correction period hereunder with respect to such Work will be extended for an additional period of ene year two vears after such correction or removal and replacement has been satisfactorily completed. Acceptance of Defective Work. 13.13. If, instead of requiring correction or removal and replacement of defective Work, OWNER (and, prior to ENGINEER's recommendation of final payment, also ENGINEER) prefers to accept it, OWNER may do so. CONTRACTOR shall pay all claims, costs, losses and damages attributable to OWNER's evaluation of and determination to accept such defective Work (such costs to be approved by ENGINEER as to reasonableness). If any such acceptance occurs prior to ENGINEER's recommendation of final payment, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and OWNER shall be entitled to an appropriate decrease in the Contract Price, and, if the parties are unable to agree as to the amount thereof, OWNER may make a claim therefor as provided in Article 11. If the acceptance occurs after such recommendation, an appropriate amount will be paid by CONTRACTOR to OWNER. OWNER May Correct Defective Work. 13.14. If CONTRACTOR fails within a reasonable time after written notice from ENGINEER to correct defective Work or to remove and replace rejected Work as required by ENGINEER in accordance with paragraph 13.11, or if CONTRACTOR fails to perform the Work in accordance with the Contract Documents, or if CONTRACTOR fails to comply with any other provision of the Contract Documents, OWNER may, after seven days' written notice to CONTRACTOR, correct and remedy any such deficiency. In exercising the rights and remedies under this paragraph OWNER shall proceed expeditiously. In connection with such corrective and remedial action, OWNER may exclude CONTRACTOR from all or part of the site, take possession of all or part of the Work, and suspend CONTRACTOR's services related thereto, take possession of CONTRACTOR's tools, appliances, construction equipment and machinery at the site and incorporate in the Work all materials and equipment stored at the site or for which OWNER has paid CONTRACTOR but which are stored elsewhere. CONTRACTOR shall allow OWNER, OWNERS representatives, agents and employees, OWNER's other contractors and ENGINEER and ENGINEER's Consultants access to the site to enable OWNER to exercise the rights and remedies under this paragraph. All claims, costs, losses and damages incurred or sustained by OWNER in exercising such rights and remedies will be charged against CONTRACTOR and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and OWNER shall be entitled to an appropriate decrease in the Contract Price, and, if the parties are unable to agree as to the amount thereof, OWNER may make a claim therefor as provided in Article 11. Such claims, costs, losses and damages will include but not be limited to all costs of repair or replacement of work of others destroyed or damaged by correction, removal or replacement of CONTRACTOR's defective Work. CONTRACTOR shall not be allowed an extension of the Contract Times (or Milestones) because of any delay in performance of the Work attributable to the exercise by OWNER of OWNER's rights and remedies hereunder. ARTICLE 14—PAYMENTS TO CONTRACTOR AND COMPLETION Schedule of Values: 14.1. 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 subiect to substitution by the CONTRACTOR with securities or any arraripments 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 sea. CONTRACTOR's Warranty of Title: 14.3. CONTRACTOR warrants and guarantees that title to all Work, materials and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to OWNER no later than the time of payment free and clear of all Liens. Review ofApplications for Progress Payment: 14A. 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 OWNER referred to in paragraph 14.5. ENGINEER may also refuse to recomme:.3 any such payment, or, because of subsequently discovei::d evidence or the results of subsequent inspections or tests, nullify any such payment previously recommenced, 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 15:2A inclusive; but OWNER must give CONTRACTOR immediate written notice (with a copy to ENGINEER) stating the reasons for such action and promptly pay CONTRACTOR the amount so withheld, or any adjustment thereto agreed to by OWNER and CONTRACTOR, when CONTRACTOR corrects to OWNER's satisfaction the reasons for such action. Substantial Completion: 14.8. When CONTRACTOR considers the entire Work ready for its intended use CONTRACTOR shall notify OWNER and ENGINEER in writing that the entire Work is substantially complete (except for items specifically listed by CONTRACTOR as incomplete) and request that ENGINEER issue a certificate of Substantial Completion. Within a reasonable time thereafter, OWNER, CONTRACTOR and ENGINEER shall make an inspection of the Work to determine the status of completion. If ENGINEER does not consider the Work substantially complete, ENGINEER will notify CONTRACTOR in writing giving the reasons therefor. If ENGINEER EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) 30 w/ CITY OF FORT COLLINS MODIFICATIONS (REV 42000) considers the Work substantially complete, ENGINEER will prepare and deliver to OWNER a tentative certificate of Substantial Completion which shall fur 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. IC after consideration of OWNER's objections, ENGINEER considers the Work substantially complete, ENGINEER will within said fourteen days execute and deliver to OWNER and CONTRACTOR a definitive certificate of Substantial Completion (with a revised tentative list of items to be completed or corrected) reflecting such changes from the tentative certificate as ENGINEER believes justified after consideration of any objections from OWNER At the time of delivery of the tentative certificate of Substantial Completion ENGINEER will deliver to OWNER and CONTRACTOR a written recommendation as to division of responsibilities pending final payment between OWNER and CONTRACTOR with respect to security, operation, safety, maintenance, heat, utilities, insurance and warranties and guarantees. Unless OWNER and CONTRACTOR agree otherwise in writing and so inform ENGINEER in writing prior to ENGINEER's issuing the definitive certificate of Substantial Completion, ENGINEER's aforesaid recommendation will be binding on OWNER and CONTRACTOR until final payment. 14.9. OWNER shall have the right to exclude CONTRACTOR from the Work after the date of Substantial Completion, but OWNER shall allow CONTRACTOR reasonable access to complete or correct items on the tentative list. Partial Utilization: 14.10. Use by OWNER at OWNER's option of any substantially completed part of the Work, which: (i) has specifically been identified in the Contract Documents, or (ii) OWNER, ENGINEER and CONTRACTOR agree constitutes a separately functioning and usable part of the Work that can be used by OWNER for its intended purpose without significant interference with CONTRACTOR's performance of the remainder of the Work, may be accomplished prior to Substantial Completion of all the Work subject to the following: 14.10.1.OWNER at any time may request CONTRACTOR in writing to permit OWNER to use any such part of the Work which OWNER believes to be ready for its intended use and substantially complete. If CONTRACTOR agrees that such part of the Work is substantially complete, CONTRACTOR will certify to OWNER and ENGINEER that such part of the Work is substantially complete and request ENGINEER to issue a certificate of Substantial Completion for that part of the Work. -IN .r .J CONTRACTOR at any time may notify OWNER and ENGINEER in writing that CONTRACTOR considers any such part of the Work ready for its intended use and substantially complete and request ENGINEER to issue a certificate of Substantial Completion for that part of the Work. Within a reasonable time after either such request, OWNER, CONTRACTOR and ENGINEER shall make an inspection of that part of the Work to determine its status of completion. If ENGINEER does not consider that part of the Work to be substantially complete, ENGINEER will notify OWNER and CONTRACTOR in writing giving the reasons therefor. If ENGINEER considers that part of the Work to be substantially complete, the provisions of paragraphs 14.8 and 14.9 will apply with respect to certification of Substantial Completion of that part of the Work and the division of responsibility in respect thereof and access thereto. 14.10.2. No occupancy or separate operation of part of the Work will be accomplished prior to compliance with the requirements of paragraph 5.15 in respect of property insurance. Final Inspection: 14.11. Upon written notice from CONTRACTOR that the entire Work or an agreed portion thereof is complete, ENGINEER will make a final inspection with OWNER and CONTRACTOR and will notify CONTRACTOR in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. CONTRACTOR shall immediately take such measures as are necessary to complete such work or remedy such deficiencies. Final Application for Payment: 14.12. After CONTRACTOR has completed all such corrections to the satisfaction of ENGINEER and delivered in accordance with the Contract Documents all maintenance and operating instructions, schedules, guarantees, Bonds, certificates or other evidence of insurance required by paragraph 5.4, certificates of inspection, marked -up record documents (as provided in paragraph 6.19) and other documents, CONTRACTOR may make application for final payment following the procedure for progress payments. The final Application for Payment shall be accompanied (except as previously delivered) by: (i) all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by subparagraph 5.4.13, (ii) consent of the surety, if any, to final payment, and (iii) complete and legally effective releases or waivers (satisfactory to OWNER) of all Liens arising out of or filed in connection with the Work. In lieu of such releases or waivers of Liens and as approved by OWNER, CONTRACTOR may fiunish 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' property might in any way be responsible have been paid or otherwise satisfied. If any Subcontractor or Supplier fails EJCDC GENERAL CONDITIONS 19 t0-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) to furnish such a release or receipt in full, CONTRACTOR may furnish a Bond or other collateral satisfactory to OWNER to indemnify OWNER against any Lien. Releases or waivers of liens and the consent of the surety to finalize payment are to be submitted on forms conforming to the format of the OWNER'S standard forms bound in the Project manual. Final Payment and Acceptance: 14.13. I% on the basis of ENGINEER's observation of the Work during construction and final inspection, and ENGINEER's review of the final Application for Payment and accompanying documentation as required by the Contract Documents, ENGINEER is satisfied that the Work has been completed and CONTRACTOR'S other obligations under the Contract Documents have been fulfilled, ENGINEER will, within ten days after receipt of the final Application for Payment, indicate in writing ENGINEER's recommendation of payment and present the Application to OWNER for payment. At the same time ENGINEER will also give written notice to OWNER and CONTRACTOR that the Work is acceptable subject to the provisions of paragraph 14.15. Otherwise, ENGINEER will return the Application to CONTRACTOR, indicating in writing the reasons for refusing to recommend final payment, in which case CONTRACTOR shall make the necessary corrections and resubmit the Application. Thirty days after presentation to OWNER of the Application and accompanying documentation, in appropriate form and substance and with ENGINEER's recommendation and notice of acceptability, the amount recommended by ENGINEER will become due and will be paid by OWNER to CONTRACTOR 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 CONTRACTOWs final Application for Payment and recommendation of ENGINEER, and without terminating the Agreement, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by OWNER for Work not fully completed or corrected is less than the retainage stipulated in the Agreement, and if Bonds have been furnished as required in paragraph 5.1, the written consent of the surety to the payment of the balance due for that portion of the Work fully completed and accepted shall be submitted by CONTRACTOR to ENGINEER with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of claims. Waiver of Claims: 14.15. The making and acceptance of final payment will constitute: 14.15.1. a waiver of all claims by OWNER against CONTRACTOR, except claims arising from unsettled Liens, from defective Work appearing after 31 final inspection pursuant to paragraph 14.11, from failure to comply with the Contract Documents or the terms of any special guarantees specified therein, or from CONTRACTOR's continuing obligations under the Contract Documents; and 14.15.2. A waiver of all claims by CONTRACTOR against OWNER other than those previously made in writing and still unsettled. ARTICLE. 15—SUSPENSION OF WORK AND TERMINATION OWNER May Suspend Work: 15.1. At any time and without cause, OWNER may suspend the Work or any portion thereof for a period of not more than ninety days by notice in writing to CONTRACTOR and ENGINEER which will fix the date on which Work will be resumed. CONTRACTOR shall resume the Work on the date so fixed. CONTRACTOR shall be allowed an adjustment in the Contract Price or an extension of the Contract Times, or both, directly attributable to any such suspension if CONTRACTOR makes an approved claim therefor as provided in Articles 11 and 12. OWNER May Terminate: 15.2. Upon the occurrence of any one or more of the following events: 15.2.1. if CONTRACTOR persistently fails to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment or failure to adhere to the progress schedule established under paragraph 2.9 as adjusted from time to time pursuant to paragraph 6.6); 15.2.2. if CONTRACTOR disregards Laws or Regulations of any public body having jurisdiction; 15.2.3. if CONTRACTOR disregards the authority of ENGINEER; or 15.2.4. if CONTRACTOR otherwise violates in any substantial way any provisions of the Contract Documents; OWNER may, after giving CONTRACTOR (and the surety, if any) seven days' written notice and to the extent permitted by Laws and Regulations, terminate the services of CONTRACTOR, exclude CONTRACTOR from the site and take possession of the Work and of all CONTRACTOR's tools, appliances, construction equipment and machinery at the site and use the same to the full extent they could be used by CONTRACTOR (without liability to CONTRACTOR for trespass or conversion), incorporate in the Work all materials and equipment stored at the site or for which OWNER has paid E)CDC GENERAL CONDITIONS 1910-8 (1990 Edition) 32 w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4t2000) CONTRACTOR but which are stored elsewhere, and finish the Work as OWNER may deem expedient. In such case CONTRACTOR shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses and damages sustained by OWNER arising out of or resulting from completing the Work such excess will be paid to CONTRACTOR. If such claims, costs, losses and damages exceed such unpaid balance, CONTRACTOR shall pay the difference to OWNER Such claims, costs, losses and damages incurred by OWNER will be reviewed by ENGINEER as to their reasonableness and when so approved by ENGINEER incorporated in a Change Order, provided that when exercising any rights or remedies under this paragraph OWNER shall not be required to obtain the lowest price for the Work performed. 15.3. Where CONTRACTOR's services have been so terminated by OWNER, the termination will not affect any rights or remedies of OWNER against CONTRACTOR then existing or which may thereafter accrue. Any retention or payment of moneys due CONTRACTOR by OWNER will not release CONTRACTOR from liability. 15.4. Upon seven days' written notice to CONTRACTOR and ENGINEER, OWNER may, without cause and without prejudice to any other right or remedy of OWNER, elect to terminate the Agreement. In such case, CONTRACTOR • shall be paid (without duplication of any items): 15.4.1. for completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 15.4.2. for expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; 15.4.3. for all claims, costs, losses and damages incurred in settlement of terminated contracts with Subcontractors, Suppliers and others; and 15.4.4. for reasonable expenses directly attributable to termination. CONTRACTOR shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. CONTRACTOR May Stop Work or Terminate. 15.5. If, through no act or fault of CONTRACTOR, the Work is suspended for a period of more than ninety days by OWNER or under an order of court or other public authority, or ENGINEER fails to act on any Application for Payment within thirty days after it is submitted or OWNER fails for thirty days to pay CONTRACTOR any 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 1 I and 12 for an increase in Contract Price or Contract Times or otherwise for expenses or damage directly attributable to CONTRACTOR's stopping Work as permitted by this paragraph. ARTICLE 16—DISPUTE RESOLUTION If and to the extent that OWNER and CONTRACTOR have agreed on the method and procedure for resolving disputes between them that may arise under this Agreement, such dispute resolution method and procedure, if any, shall be as set forth in Exhibit GC -A, "Dispute Resolution Agreement", to be attached hereto and made a part hereof. If no such agreement on the method and procedure for resolving such disputes has been reached, and subject to the provisions of paragraphs 9.10, 9.11 and 9.12, OWNER and CONTRACTOR may exercise such rights or remedies as either may otherwise have under the Contract Documents or by Laws or Regulations in respect of any dispute. ARTICLE 17 MISCELLANEOUS Giving Notice: 17.I. 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. EICDC 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 injury or damage. The provisions of this paragraph 17.3 shall not be construed as a substitute for or a waiver of the provisions of any applicable statute of limitations or repose.Cumuladve Remedies: 17.4. The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto, and, in particular but without limitation, the warranties, guarantees and obligations imposed upon CONTRACTOR by paragraphs 6.12, 6.16, 6.30, 6.31, 6.32, 13.1,13.12, 13.14, 14.3 and 15.2 and all of the rights and remedies available to OWNER and ENGINEER thereunder, are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations by special warranty or guarantee or by other provisions of the Contract Documents, and the provisions of this paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right and remedy to which they apply. Professional Fees and Court Costs Included: 17.5. Whenever reference is made to "claims, costs, losses and damages", it shall include in each case, but not be limited to, all fees and charges of engineers, architects, attorneys and other professionals and all court or arbitration or other dispute resolution costs. 17.6. The laws of the State of Colorado apply to this Agreement. Reference to two pertinent Colorado statutes are as follows: 17.6.2. If a claim is filed. OWNER is required by law (CRS 38-26-107) to withhold from all payments to CONTRACTOR sufficient funds to insure the payment of all claims for labor, materials, team hire sustenance, Provisions, provender, or other supplies used or consumed by CONTRACTOR or his 33 EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) 34 W/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) proposal at this meeting. Bids will be received as set forth in the Bidding Documents. The Work is expected to be commenced within the time as required by Section 2.3 of General Conditions. Substantial Completion of the Work is required as specified in the Agreement. The successful Bidder will be required to furnish a Performance Bond and a Payment Bond guaranteeing faithful performance and the payment of all bills and obligations arising from the performance of the Contract. No Bid may be withdrawn within a period of forty-five (45) days after the date fixed for opening Bids. The OWNER reserves the right to reject any and all Bids, and to waive any _ informalities and irregularities therein. Bid security in the amount of not less than 5% of the total Bid must accompany each Bid in the form specified in the Instructions to Bidders. Sales Prohibited/Conflict of Interest: No officer, employee, or member of City Council, shall have a financial interest in the sale to the City of any real or personal property, equipment, material, supplies or services where such officer or employee exercises directly or indirectly any decision -making authority concerning such sale or any supervisory authority over the services to be rendered. This rule also applies to subcontracts with the City. Soliciting or accepting any gift, gratuity favor, entertainment; kickback or any items of monetary value from any person who has or is seeking to do business with the City of Fort Collins is prohibited City of Fort Collins (� By \.J f Jam B. O'Neill, II, CPPO, FNI r asing/Risk Management Director 07/2001 Section 00020 Page 2 (This page left blank intentionally.) EJCDC GENERAL CONDITIONS 1910-9 (1990 Edition) 35 w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) EICDC GENERAL CONDITIONS 19104 (1990 Edition) 36 w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) EXHIBIT GC -A to General Conditions of the Construction Contract Between OWNER and CONTRACTOR DISPUTE RESOLUTION AGREEMENT OWNER and CONTRACTOR hereby agree that Article 16 of the General Conditions of the Construction Contract between OWNER and CONTRACTOR is amended to include the following agreement of the parties: 16.1. All claims, disputes and other matters in question between OWNER and CONTRACTOR arising out of or relating to the Contract Documents or the breach thereof (except for claims which have been waived by the making or acceptance of final payment as provided by paragraph 14.15) will be decided by arbitration in accordance with the Construction Industry Arbitration Rules of the American Arbitration Association then obtaining, subject to the limitations of the Article 16. This agreement so to arbitrate and any other agreement or consent to arbitrate entered into in accordance herewith as provided in this Article 16 will be specifically enforceable under the prevailing law of any court having jurisdiction. 16.2. No demand for arbitration of any claim, dispute or other matter that is required to be referred to ENGINEER initially for decision in accordance with paragraph 9.11 will be made until the earlier of (a) the date on which ENGINEER has rendered a written decision or (b) the thirty-first day after the parties have presented their evidence to ENGINEER if a written decision has not been rendered by ENGINEER before that date. No demand for arbitration of any such claim, dispute or other matter will be made later than thirty days after the date on which ENGINEER has rendered a written decision in respect thereof in accordance with paragraph 9.11; and the failure to demand arbitration within said thirty days' period will result in ENGINEER's decision being final and binding upon OWNER and CONTRACTOR. If ENGINEER renders a decision after arbitration proceedings have been initiated, such decision may be entered as evidence but will not supersede the arbitration proceedings, except where the decision is acceptable to the parties concerned. No demand for arbitration of any written decision of ENGINEER rendered in accordance with paragraph 9.10 will be made later than ten days after the party making such demand has delivered written notice of intention to appeal as provided in paragraph 9.10. 16.3. Notice of the demand for arbitration will be filed in writing with the other party to the Agreement and with the American Arbitration Association, and a copy will be sent to ENGINEER for information, The demand for arbitration will be made within the thirty -day or ten-day period specified in paragraph 16.2 as applicable, and in all other cases within a reasonable time after the claim, dispute or other matter in question has arisen, and in no event shall any such demand be made after the date when institution of legal or equitable proceedings based on such claim, dispute or other matter in question would be barred by the applicable statute of limitations. EJCDC GENERAL CONDITIONS 19104 (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 r., EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) GC -Al —! w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/94) SECTION 00800 SUPPLEMENTARY CONDITIONS SECTION 00800 SUPPLEMENTARY CONDITIONS Conditions of the Contract These Supplementary Conditions amend or supplement the General Conditions of the Construction Contract (EJCDC General Conditions 1910-8, 1990 edition with City of Fort Collins modifications) and other provisions of the Contract Documents as indicated below.. SC-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: Geotechnical Investigation Ziegler Road Widening Fort Collins, Colorado CTL Thompson Project No. FC-2990 December 19, 2003 Prepared by CTL Thompson 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. SC-5.4.8 Limits of Liability A. Add the following language at the end of paragraph 5.4.8. The limits of liability for the insurance required by the paragraph numbers of the General Conditions listed below are as follows: 5.4.1 and 5.4.2 Coverage A - Statutory Limits Coverage B - $100,000/$100,000/$500,000 5.4.3 and 5.4.5 Commercial General Liability policy will have limits of $1,000,000 combined single limits (CSL). This policy will include coverage for Explosion, Collapse, and Underground coverage unless waived by the Owner. 5.4.6The Comprehensive Automobile Liability Insurance policy will have limits of $1,000,000 combined single limits (CSL). 5.4.9This policy will include completed operations coverage/product liability coverage with limits of $1,000,000 combined single limits (CSL). SC-12.3 Add the following language to the end of paragraph 12.3. Time will be credited for inclement weather days that prohibit the contractor from being able to accomplish any work on the project. The amount of time credited will be as stated in paragraph 12.3. The inclement weather day shall be agreed upon by the contractor and the owner's on -site representative at the time of the delay. i 00800-2 _. SECTION 00900 ADDENDA, MODIFICATIONS AND PAYMENT 00950 Contract Change Order 00960 Application for Payment WE SECTION 00950 CHANGE ORDER NO. PROJECT TITLE: ZIEGLER ROAD WIDENING PROJECT; BID NO. 5834 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: DATE: Project Manager REVIEWED BY: Title: APPROVED BY: Title: DATE: DATE: APPROVED BY: DATE: Purchasing Agent over $30,000 cc: City Clerk Contractor Project File Architect Engineer Purchasing 9/99 Section 00950 Page 1 Section 00960 Application for Payment Insert pages 1 - 4 9/99 SECTION 00100 INSTRUCTIONS TO BIDDERS § q W % \ w Zzw §&2a§ Z g(D z . z Pu°go w o <w \MS$§ ) )\§ ` ) * \ \ \ \ § $ \ . } A_ ct: { # a i� ( f — § 2 $ ( k g k0 \ )w$ ( (\ w b / \2 t ))/ } \ \ }� § § ) \ \ ] \ { / § & /) & « /k ® \ 2 S k 0 3) —La § -s»m fƒx) �i 2 ° z 3z\� Z w 2 % \ 73 ! § [9 § $ b / 7 } k ) \ \ \ ( ° � / k / < z . o cc) | \ ( S Z z ] - % E. e. k 2 J §. 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The following General Requirements supplement these General Conditions. PROJECT GENERAL REQUIREMENTS TABLE OF CONTENTS SECTION PAGE 01010 SUMMARY OF WORK......................................................................................... General Reqs. 2-3 01040 COORDINATION ................................ :................................................................. General Reqs. 4-5 01310 CONSTRUCTION SCHEDULES ......................................................................... General Reqs. 6-7 01330 SURVEY DATA...................................................................................................... General Reqs. 8 01410 TESTING.................................................................................................................. General Reqs. 910 01510 TEMPORARY UTILIITIES.................................................................................. General Reqs. 11 01560 TEMPORARY CONTROL................................................................................... 9eneral Reqs. 12-13 01570 TREE PROTECTION........................................................................................... General Reqs. 14-15 01580 TRAFFIC REGULATION..................................................................................... General Reqs. 16-17 01700 CONTRACT CLOSEOUT.................................................................................... General Reqs. 18 01711 SITE CLEANUP..................................................................................................... General Reqs. 19 01720 PROJECT' RECORD DOCUMENTS................................................................. General Reqs. 20 Ziegler Road Widening(General Requirements General Reqs. -1 Ziegler Road Widening SECTION 01010 SUMMARY OF WORK 1.1 DESCRIPTION OF WORK A.The Work shall consist o[ the construction of the outlined improvements: PROPOSAL NO. 5834 January 9, 2004 1. Improvements for widening and adding turn lanes from Kecther to 20001f north of Rock Creek. Ziealer Road Improvements: The construction for the improvements includes the twelve foot (12') widening of Ziegler Road, —" South of Rock Creek, to minor arterial standards and the twenty foot (20') widening of Ziegler Road, North of Rock Creek, to full arterial standards, including a two inch (2") mill and overlay of the east half of the roadway. The improvements will include 3,944 lineal feet of vertical curb and gutter, 15,444 square yards of six inch (6") detached concrete sidewalk, the piping of the existing irrigation lateral used by the school district, the reconstruction and relocation of the existing concrete irrigation lateral north of Rock Creek and storm sewer improvements alond Ziegler Road. B. Protection and Restoration. 1.Replace to equal or better conditions all items removed and replaced or damaged during construction. 2. Restore all areas disturbed to match surrounding surface conditions. 3.The Owners Field Representative must approve the condition of all replaced and/or restored areas prior to final payment. 1.2 NOTICES TO PRIVATE OWNERS AND AUTHORITIES The following items shall be coordinated between the Contractor and the Owners Field Representative. A. Notify private owners of adjacent properties, utilities, irrigation canals, and affected governmental agencies when prosecution of the Work may affect them. B. Give notification 48 hours in advance to enable affected persons to provide for their needs when it is necessary to temporarily deny access or services. C. Contact utilities at least 48 hours prior to excavating near underground utilities. D. Contact all agencies at least 72 hours prior to start of construction. Notify all agencies of the proposed scope of work schedule and any items, which would affect their daily operation. Ziegler Road Widening(Genemi Requirements General Reqs. - 2 Ziegler Road Widening January 9, 2004 E. Names and telephone numbers of affected agencies and utilities in the area are listed below for Contractor's convenience. UTILITIES Water: Storm Sewer: Sanitary Sewer: Electric: Gas/Electric: Telephone: Traffic Operations: Cable Television: FCLWD: Nate Gill Water: Sewer: Electric: 'Utility Locates Ditch Companies as required AGENCIES City of Fort Collins, Colorado City of Fort Collins, Colorado City of Fort Collins, Colorado City of Fort Collins, Colorado Xcel Energies Qwest Communications City of Ft. Collins, Colorado AT&T Broadband Fort Collins Loveland Water District Fort Collins Loveland Water District Fort Collins Loveland Water District Poudre Valley REA Under A One -call @ system Occupational Safety & Health Administration (OSHA): 844-3061 Poudre Fire Authority Non -Emergency: 221-6581 City of Fort Collins Police Department Non -Emergency: 221-6550 Larimer County Sheriffs Department Non -Emergency: 221-7177 Postmaster: US Postal Service Judith Robertson: 225-4111 Ambulance: Poudre Valley Hospital Non -Emergency: 484-1227 Transportation: Transfort: 221-6620 Traffic Engineering: 221-6630 Ziegler Road Widening/General Requirements END OF SECTION General Reqs. - 3 221-6681 221-6589 221-6681 221-6700 225-7847 377-6401 221-6630 493-7400 226-3104 ext. 17 226-3104 ext. 17 226-3104 ext. 17 226-1234 1-800-922-1987 Emergency: 911 Emergency: 911 Emergency: 911 Emergency: 911 Ziegler Road Widening SECTION 01040 COORDINATION 1.1 GENERAL CONTRACTOR RESPONSIBILITIES January 9, 2004 A. Coordinate operations under contract in a manner, which will facilitate progress of the Work. The Contractor shall also coordinate with the Utility Companies and City Traffic Department whose Work is separate from the General Contractor's contract. B. Conform to the requirements of public utilities and concerned public agencies in respect to the timing and manner of performance of operations which affect the service of such utilities, agencies, or public safety. C. Coordinate operations under contract with utility work to allow for efficient completion of the Work. D. Coordinate all operations with the adjoining property owners, business owners, and surrounding neighborhoods to provide satisfactory access at all times and keep them informed at all times. — E. Keep traffic areas and temporary residential accesses free of excavated material, construction equipment, pipe and other material and equipment. — F. Keep fire hydrants and utility control valves free from obstruction and available for use at all times. G. Conduct operations in a manner to avoid unnecessary interference with public and private roads and — drives. H. Provide and maintain temporary approaches or crossings at streets and residences. — 1.2 SCHEDULE AND MILESTONES The Contractor shall submit a detailed project schedule showing milestones and the critical path for the Ziegler Road Widening project. This schedule shall be agreed to by both the Owner and Contractor. It shall be made in writing and signed by both parties. The progress schedule shall be monitored closely during construction and may be updated by written agreement of the parties as changes occur in the project progress. If the milestones are not met, the Owner may utilize the remedies provided in paragraph 15.6 of the Supplementary Conditions as well as any other remedy provided by the Contract Documents or provided by law or equity. The Owner may also assess liquidated damages as outlined in Article 3, Section 3.2 of the Agreement. 1.3 CONFERENCES A. A Pre -construction Conference will be held prior to the start of construction. 1. Contractor shall participate in the conference accompanied by all major Subcontractors. 2. Contractor shall designate/introduce Superintendent, and major Subcontractors supervisors assigned to project. 3. Contractor shall submit in writing proposed daily construction hours to Engineer for approval. 4. Contractor shall designate all access roads and parking areas in writing to the Engineer for approval. Ziegler Road Widening/General Requirements General Reqs. - 4 Ziegler Road Widening January 9, 2004 5. The Engineer shall invite all utility and irrigation companies involved. 6. The Utilities will be asked to designate their coordination person, provide utility plans, and their anticipated schedules. 7. The Engineer shall introduce the Project Representatives. 8. At this time the superintendent will be expected to show that he has sufficient knowledge of the specifications and plans to orchestrate and coordinate the construction actives for this job. B. Additional project coordination conferences will be held prior to start of construction for coordination of the Work, refining project schedules, and utility coordination. C. The Engineer may hold coordination conferences, to be attended by all parties involved, when the Contractor's operations affect, or are affected by, the work of others. 1. Contractor shall participate in such conferences accompanied by Subcontractors as required by the Engineer. 1.4 PROGRESS MEETINGS A. Contractor and Project Manager shall schedule and hold regular progress meetings at least weekly and at other times as requested by the Engineer or required by the progress of the Work. B. Attendance shall include: 1. Contractor and Superintendent. 2. Owner's Representatives. 3. Engineer and Project Manager. 4. Others as may be requested by Contractor, Engineer or Owner. C. Minimum agenda shall include: 1. Review of work progress since last meeting. 2. Identification and discussion of problems affecting progress. 3. Review of any pending change orders. 4. Revision of Construction Schedule as appropriate. 5. Review Milestone Schedule. 6. Discuss the work scheduled for the next two weeks. 7. Discuss the surveying needed for the next.week. D. The Engineer or a Project Representative shall preside at meetings and record and distribute minutes to the participants. E. The Engineer or Engineer's Field Representative and Contractor shall agree to weekly quantities at the progress meetings. The weekly quantity sheets shall be signed by both parties. These quantity sheets, when signed, shall be final and shall be the basis for the monthly progress estimates. This process ensures accurate monthly project pay estimates: Ziegler Road Widening/General Requirements END OF SECTION General Reqs. - 5 Ziegler Road Widening January 9,204 SECTION 01310 CONSTRUCTION SCHEDULES 1.1 GENERAL A. The contractor shall prepare a detailed schedule of all construction operations and procurement after review of tentative schedule by parties attending the pre -construction conference. This schedule will show how the contractor intends to meet the milestones set forth. 1. No work is to begin at the site until Owner's acceptance of the Construction Progress Schedule and Report of delivery of equipment and materials. 1.2 FORMAT AND SUBMISSIONS A. Prepare construction and procure schedules in a graphic format suitable for displaying scheduled and actual progress. B. Submit two copies of each schedule to Owner for review. 1. Owner will return one copy to Contractor with revisions suggested or necessary for coordination of the Work with the needs of Owner or others. 2. The contractor will be required to submit a weekly progress schedule showing work to be ^ completed, labor, equipment, work hours and methods of construction for the up coming week. This schedule will be required every Thursday in a daily_calendar format. C. The schedule must show how the street, water line, concrete and paving work will be coordinated. 1.3 CONTENT A. Construction Progress Schedule. 1. Show the complete work sequence of construction by activity and location. 2. Show changes to traffic control. 3. Show project milestones. B. Equipment, Materials and Submittals schedule. 1. Show delivery status of critical and major items of equipment and materials. 2. Include a critical path schedule for Shop Drawings, tests, and other submittal requirements for equipment and materials, reference Section 01340. 1A PROGRESS REVISIONS A.. Submit revised schedules and reports at weekly project coordination meetings when changes are foreseen, when requested by Owner or Engineer, and with each application for progress payment. B. Show changes occurring since previous submission. 1. Actual progress of each item to date. 2. Revised projections of progress and completion. C. Provide a narrative report as needed to define: 1. Anticipated problems, recommended actions, and their effects on the schedule. 2. The effect of changes on schedules of others. Ziegler Road Widening/General Requirements General Reqs. - 6 SECTION 00100 INSTRUCTIONS TO BIDDERS 1.0 DEFINED TERMS Terms used in these Instructions to Bidders which are defined in the Standard General Conditions of the Construction Contract (No. 1910-8, 1990 ed.) have the meanings assigned to them in the General Conditions. The term "Bidder" means one who submits a Bid to OWNER, as distinct from a sub - bidder, who submits a Bid to Bidder. The terms "Successful Bidder" means the lowest, qualified, responsible and responsive.Bidder to whom OWNER (on basis of OWNER's evaluation as hereinafter provided) makes an award. The term "Bidding Documents" includes the Advertisement or Invitation to Bid, Instructions to Bidders, the Bid Form, and the proposed Contract Documents (including all Addenda issued prior to receipt of Bids). 2.0 COPIES OF BIDDING DOCUMENTS 2.1. Complete sets of Bidding Documents may be obtained as stated in the Invitation to Bid. No partial sets will be issued. The Bidding Documents may be examined at the locations identified in the Invitation to Bid. 2.2. Complete sets of Bidding Documents shall be used in preparing Bids; neither OWNER nor Engineer assumes any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. 2.3. The submitted Bid proposal shall include Sections 00300, 00410, 00420, and 00430 fully executed. 2.4. OWNER and Engineer, in making copies of Bidding Documents available on the above terms, do so only for the purpose of obtaining Bids on the Work and do not confer a license or grant for any other use. 3.0 QUALIFICATION OF BIDDERS 3.1 To demonstrate qualifications to perform the Work, each Bidder must submit at the time of the Bid opening, a written statement of qualifications including financial data, a summary of previous experience, previous commitments and evidence of authority to conduct business in the jurisdiction where the Project is located. Each Bid must contain evidence of Bidder's qualification to do business in the state where the Project is located or covenant to obtain such qualification prior to award of the contract. The Statement of Qualifications shall be prepared on the form provided in Section 00420. 3.2. In accordance with Section 8-160 of the Code of the City of Fort 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 12/03 Section 00100 Page 1 Ziegler Road Widening 1.5 OWNER'S RESPONSIBILITY January 9, 2004 A. Owner's review is only for the purpose of checking conformity with the Contract Documents and assisting the Contractor in coordinating the Work with the needs of the Project. B. It is not to be construed as relieving Contractor from any responsibility to determine the means, methods, techniques, sequences and procedures of construction as provided in the General, Conditions. Ziegler Road Widening/General Requirements END OF SECTION General Reqs. - 7 Ziegler Road Widening January9, 2W4 SECTION 01330 SURVEY DATA 1.1 SURVEY REQUIREMENTS A. The Owner (will not) provide the construction surveying for the Project. City of Fort Collins Survey Crews will perform the surveying required. The Contractor will be responsible to provide the surveying required on this project. B. The Owner will make the projects CAD drawings available to the Contractor upon request. C. The Contractor must submit a survey request to the Surveyors a minimum of 48 hours Prior to needing surveying work done. D. If the requested surveying cannot be aceomplished.in the time frame requested by the Contractor, the survey personnel shall notify the contractor with the date on which the requested work will be completed. E. Should a sudden change in the Contractor's operations or schedule require the survey personnel to work overtime, the Contractor shall pay the additional overtime expense. F. The Contractor shall protect all survey monuments and construction stakes. If it is unavoidable to remove a survey monument or construction stakes, the Contractor is responsible for notifying the ^. Surveyor and allowing enough time for the monuments or stakes to be relocated. The Contractor will be responsible for the cost of restaking construction stakes and for the cost of re-establishing a destroyed monument. Ziegler Road Widening/General Requirements END OF SECTION General Reqs. - 8 Ziegler Road Widening SECTION 01410 TESTING 1.1 GENERAL January 9, 2004 A. Provide such equipment and facilities as the Engineer may require for conducting field tests and lot collecting and forwarding samples. Do not use any materials or equipment represented by samples until tests, if required, have been made and the materials or equipment are found to be acceptable. Any product, which becomes unfit for use after approval hereof, shall not be incorporated into the work. B. All materials or equipment proposed to be used may be tested at any time during their preparation or use. Furnish the required samples without charge and give sufficient notice of the placing of orders to permit the testing. Products may be sampledeither prior to shipment or after being received at the site of the work. C. Tests shall be made by an accredited testing laboratory selected by the Owner. Except as otherwise provided, sampling and testing of all materials and the laboratory methods and testing equipment . shall be in accordance with the latest standards and tentative methods of the American Society for Testing Materials (ASTM). D. Where additional or specified information concerning testing methods, sample sizes, etc., is required,. such information is included. under the applicable sections of the Specifications. Any modification of, or elaboration on these test procedures (which may be included for specific materials under their respective sections in the Specifications) shall take precedence over these procedures. 1.2 OWNER'S RESPONSIBILITIES A. Owner shall be responsible for and shall pay all costs in connection with testing for the following: 1. Soil tests, except those called for under Submittals thereof. 2. Tests not called for by the Specifications of materials delivered to the site but deemed necessary by Owner. 3. Concrete tests, except those called for under Submittals thereof. 4. Asphalt tests, except those called for under Submittals thereof. 1.3 CONTRACTOR'S RESPONSIBILITIES A. In addition to those inspections and tests called for in the General Conditions, the Contractor shall also be responsible for and shall pay all costs in connection with testing required for the following: 1. All performance and field testing specifically called for by the specifications. 2. All re -testing for Work or materials found defective or unsatisfactory, including tests covered under section 1.2 above. 3. All minimum call out charges or stand by time charges from the tester due to the Contractor's failure to pave, pour, or fill on schedule for any reason except by action of the Engineer. B. Contractor shall notify the Project Engineer 48 hours prior to performing an operation that would require testing. . 1.4 CONTRACTOR'S QUALITY CONTROL SYSTEM Ziegler Road Widening/General Requirements General Reqs. - 9 Ziegler Road widening January9, 2004 A. General: The Contractor shall establish a quality control system to perform sufficient inspection and tests of all items of Work, including that of his subcontractors, to ensure conformance to the functional performance of this project. The control shall be established for all construction except where the Contract Documents provide for specific compliance tests by testing laboratories or engineers employed by the Owner. The Contractor's control system shall specifically include all testing required by the various sections of these Specifications. B. Superintendence: The Contractor SHALL employ a full time Superintendent whose sole responsibility to monitor and coordinate all facets of the Work. Superintendent shall be on site when work is in progress (i.e. weekend work). The Superintendent shall have adequate experience to perform the duties of Superintendent. The superintendent shall have the authority to act on behalf of the CONTRACTOR. The superintendent shall not be replaced without written notice to the Owner and — Engineer. C. Quality Control: Contractor's quality control system is the means by which he assures himself that his construction complies with the requirements of the Contract Documents. Controls shall be adequate to cover all construction operations and should be keyed to the proposed construction schedule. D. Records: Maintain correct records on an appropriate form for all inspections and tests performed, instructions received from the Engineer and actions taken as a result of those instructions. These records shall include evidence that the required inspections or tests have been performed (including type and number of inspections or test, nature of defects, causes for rejection, eta) proposed or directed remedial action, and corrective action taken. Document inspections and tests as required by each section of the Specifications. Provide copies to the Engineer weekly. Ziegler Road widening/Genmal Requirements END OF SECTION General Reqs. -10 Ziegler Road Widening SECTION 01510 TEMPORARY UTILITIES 1.1 UTILITIES A. Furnish all utilities necessary for construction. January 9, 2004 B. Owner will furnish water in reasonable amounts for execution of the work at existing fire hydrants without charge to Contractor. The Contractor shall coordinate and schedule with the Owners' Field Representative for the Water Department to select the appropriate fire hydrant and set the hydrant meter. C. Make arrangements with Owner as to the amount of water required and time when water will be needed. 1. Owner will fix the place, time, rate and duration of each withdrawal from the distribution system. 2. Unnecessary waste of water will not be tolerated. D. Furnish necessary water trucks, pipes, hoses, nozzles, and tools and perform all necessary labor. 1. Only Owner shall operate existing valves and hydrants. 1.2 SANITARY FACILITIES A. Contractor shall furnish temporary sanitary facilities at each site for the needs of construction workers and others performing work or furnishing services on the Project. Furnish a minimum of two portable toilets at the trailers (if office trailers are required) and a minimum of one at each project work site or as required to accommodate the number of personnel working on site. B. Contractor shall properly maintain sanitary facilities of reasonable capacity throughout construction periods. C. Contractor to enforce the use of such sanitary facilities by all personnel at the site. D. Place facilities out of public view using the greatest practical extent. Ziegler Road Widening/General Requirements END OF SECTION General Reqs. -11 Ziegler Road Widening SECTION 01560 TEMPORARY CONTROLS 1.1 NOISE CONTROL January 9, 2004 A. Take reasonable measures to avoid unnecessary noise when construction activities are being performed in populated areas. B. Construction machinery and vehicles shall be equipped with practical sound muffling devices, and operated in a manner to cause the least noise consistent with efficient performance of the Work. ^• C. Cease operation of all machinery and vehicles between the hours of 7:30 p.m. and 6:30 a.m. 1.2 DUST CONTROL A. Dusty materials in piles or in transit shall be covered when necessary to prevent blowing. B. Earth and road surfaces subject to dusting due to construction activities and detouring of traffic shall be kept moist with water or by application of a chemical dust suppressant. Chemical dust suppressant shall not be injurious to existing or future vegetation. C. Dust control within the lime deposit area shall conform to the project's health and safety plan. At a minimum, the lime area shall be covered as soon as possible after compaction has been obtained to _ minimize surface drying and dust. Dust control for this area may involve multiple watering and/or continuous watering to maintain a moist surface. 13 POLLUTION CONTROL A. Prevent the pollution of drains and watercourses by sanitary wastes, concrete, sediment, debris and ^ other substances resulting from construction activities. 1. Retain all spent oils, hydraulic fluids and other petroleum fluids in containers for disposal off the site. 2. Prevent sediment, debris or other substances from entering sanitary sewers, storm drains and culverts. 1A EROSION CONTROL A. Take such measures as are necessary to prevent erosion of soil that might result from construction activities. Measures in general will include: J 1. Control of runoff ' 2. Trapping of sediment 3. Minimizing area and duration of soil exposure 4. Temporary materials such as hay bales, sandbags, plastic sheets, riprap or culverts to prevent the erosion of banks and beds of watercourses or drainage swales where runoff will be increased due to construction activities. B. Preserve natural vegetation to greatest extent possible. . Ziegler Road Widening/General Requirements General Reqs. -12 Ziegler Road Widening January 9, 2004 C. Locate temporary storage and route construction traffic so as to preserve vegetation and minimize erosion. D. Comply with the City of Fort Collins' Storm Drainage Erosion Control Manual and Plan. 1.5 SECURITY A. Contractor is responsible for protection of the site and all Work, materials, equipment and existing facilities thereon, -against vandalism. B. No claim will be made against the Owner by reason of any act of an employee or trespasser, and the Contractor shall make good all damage resulting from his failure to provide security measures as specified. C. Security measures will be instituted to protect owners of existing facilities during normal operation, but will also include such additional security fencing, barricades, lighting, watchman services or other measures as Contractor feels is required to protect the site. Ziegler Road Widening/General Requirements END OF SECTION General Reqs. -13 Ziegler Road Widening January 9, 2004 SECTION 01570 TREE PROTECTION A. Tree Barriers; All trees which will be preserved, but are within the limits of construction, must be protected from all damage associated with construction. A sturdy, physical barrier (fluorescent orange in color) must be fused in place around each tree for the duration of construction. This barrier will be placed no closer than six (6) feet from the trunk, or one-half of the drip line, whichever is greater. The barrier itself must be fixed so it cannot be moved easily, but the material can be flexible, such as orange safety fence attached to metal T-pouts driven into the ground, but must act as an effective deterrent to deliberate or accidental damage of each tree. The Project Engineer or Manager must approve actual materials and location of barrier. The movement or storage of equipment, material, debris, or fill within these required protective barriers is completely prohibited. In situations where the construction will come closer to a tree than six (6) feet, the orange barrier must still be erected. However, additional padding must be placed around the trunk of each tree starting at ground level and proceeding up the trunk to a height of six or seven feet. Padding should be a minimum eight (8) inches thick, and made of a material strong enough to protect the bark from ^ accidental impacts with hand tools or power equipment. B. Accidental Poisonine; During the construction, the Contractor shall not cause, or permit the cleaning of equipment or material within the root zone of any tree. The Contractor shall not store or dispose of waste material including, but not limited to; paints, solvents, asphalt, concrete, mortar, or any other material harmful to the life of a tree, within the root zone of each tree, or group of trees. C. Root Prunin¢ Specifications: When the cutting of tree roots is necessary, each final cut must be made as cleanly as possible for all roots over three (3) inches in diameter using the following method: 1. The line of excavation will be drawn out and appropriate excavation equipment used to clear the area at least six inches in front of the actual finished excavation line. Roots can then be cut using tools such as axes, stump grinders, or trenchers. 2. Each root over three (3) inches in diameter will then be cut cleanly back to the excavation line using stump grinder operated by an experienced licensed arborist. A sharp hand or bow saw is acceptable for roots under three (3) inches in diameter. Axes and trenchers do not cut roots cleanly and will not be used for final root cuts. ` D. Contractor shall coordinate with the Owners' Field Representative prior to and during the tree protection erection and root pruning activities. Owners' Field Representative, at his/her opinion, will contact the City Forester and/or City Arborist for advice and approval of the tree protection measures taken by the Contractor and also the City's advice and approval during the root pruning activities. Ziegler Road Widening/Geneml Requirements General Reqs. -14 Ziegler Road Widening January 9, 2004 E. No damaging attachments, wires, signs, permits or other objects may be fastened by any means to any tree preserved on this project. F. Violation of Specifications and Penalties for Damaane Trees: Arty violation of these specifications will lead to penalties based on the type of violation and/or the resulting damages, and may be grounds for the termination of this contract. The penalties will be assessed based on the amount of damage done and the total value of that tree, or group of trees, prior to the damage. The minimum penalty will be $100.00. Penalties for any damage will be based on the total value of the tree as determined by the City Forestry Division staff and the severity of the damage as a proportion of the total value of that tree. This could include up to the full value of the tree. As an example, there are two American Elm trees to be preserved on another project. They are valued at $7, 960 and $6,667 for the south and north trees respectively. The south tree is approximately 100 inches in circumference, therefore each inch is worth one -hundredth of the value, or $79.60 per inch. Similarly, the north tee is 91 inches in circumference, making each inch worth $73.26. To extend this to penalties paid, if one inch of the bark on the south tree is scuffed, the penalty would be $100 (the minimum allowed), if two inches are damaged, the penalty would be $159.20 and so on up to 50010 of the circumference of the trunk. If 50016 or more is damaged, the full value of the tree will be assessed as a penalty. (This example serves to illustrate how damages will be assessed). This method of assessing penalties will be applicable to all trees not marked for removal on the project, accidental poisoning and Improper pruning. Ziegler Road Widening/General Requirements END OF SECTION General Begs. -15 Ziegler Road Widening SECTION 01580 TRAFFIC REGULATION 1.1 TRAFFIC CONTROL January 9, 2004 A. The traffic control for this project shall be the responsibility of the Contractor. Traffic control is defined as those devices necessary to channelize vehicular and pedestrian traffic through the project. B. The Contractor and/or Traffic Control Contractor must submit traffic control plans and coordinate all traffic control with the City's Traffic Control Coordinator. The traffic control plans must be submitted and approved 72 hours prior to starting construction and before making each modification. Two way traffic shall be maintained on this job at all times. C. Conformance: City of Fort Collins Work Area Traffic Control Handbook, Manual of Uniform Traffic Control Devices (U.S. Dept. of Transportation), or applicable statutory requirements of authority having jurisdiction. D. The traffic access/control plan limitations for handling traffic for these projects are described below. There will be no road closures allowed. Two (2) lanes of traffic shall be maintained from Kechter Road. to Harmany Road. Access to all side roads shall be maintained at all times. Pedestrian Access — Pedestrian Access is not required to be provided within the project limits. Bike Lanes- Bike lines will not be required throughout the job site. Pipe Crossing — During the pipe crossing work the contractor shall be required to provide a paved detour road with two (2) way traffic. Any modifications to the traffic control plan must be approved by the City's Traffic Control Coordinator and the Engineer. E. Vehicle, bike and pedestrian access to all side streets and private drives shall be maintained at all times. The Contractor will develop an access control plan in coordination with adjacent property owners, and submit it in conjunction with the traffic control plan to the Engineer for approval prior to the start. of any Work. Pedestrian traffic shall be maintained at all times, utilizing temporary sidewalks when necessary. F. The Contractor must work with the adjacent residents to provide and maintain sufficient access for them during the duration of the project. It will be the Contractors responsibility to coordinate and communicate with the residents during construction. G. The Contractor must maintain, at their cost, access to the Fossil Ridge High School construction site during their business hours. It will be the Contractors responsibility to coordinate'and communicate with the businesses during construction. H. The Contractor shall keep traffic areas free of excavated material, construction equipment, pipe, Ziegler Road widening/General Requirements General Regs. -16 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 r. 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. 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 12/03 Section 00100 Page 2 Ziegler Road Widening and other materials and equipment. January 9, 2004 The Contractor shall keep fire hydrants and utility control valves free from obstruction and available for use at all. times. I The Contractor shall provide and maintain, at their cost, temporary driveway approaches on driveways open to traffic at all times to insure that the approaches are smooth, compacted, and will not prohibit or inhibit the use of the driveway. The driveway approaches must be maintained seven days a week. In the case of bad weather the Contractor must repair the driveways immediately following the storm and must work to maintain access during the storm. 1.2 WORK AREA SAFETY A. The Contractor shall maintain a safe work area and protect area residents, motorists, bicyclists, pedestrians, and children from work area hazards. B. The Contractor shall provide all work area safety control devices, such as barricades and safety fence around all excavations and drop-offs. C. Work area safety control devices will not be paid for separately. Cost for this equipment should be included in the lump sum cost for the work items which will require work area safety control devices. 1.3 PARKING A. Provide suitable parking areas for the use of all construction workers and others performing work or furnishing services in connection with the Project so as to avoid interference with public traffic, Owner's operations, or construction activities. Ziegler Road Widening/General Requirements END OF SECTION General Reqs. -17 Ziegler Road Widening SECTION 01700 CONTRACT CLOSEOUT January 9, 2004 1.1 SUBSTANTIAL COMPLETION A. Substantial Completion for the Ziegler Road Widening shall be defined as the completion of all pavement, curb and gutter, sidewalks, ramps, underground utility work, inlets, storm drainage work, medians, earthwork and any other pertinent items as required for this project. The roadways must be opened to traffic. B. Substantial Completion dates or times are outlined in Section 00520 - Agreement. 1.2 FINAL COMPLETION A. Final Completion shall be defined as the completion of all Work including cleanup, Project Record Documents shall be turned over to the Owner, all punch list items completed, and all processing of all change orders. The Work must be ready for final payment and acceptance. B. Final Completion will be subject to the terms outlined in Section 00520 - Agreement. Ziegier Road widening/General Requirements END OF SECTION General Reqs. -19 -7 Ziegler Road Widening SECTION 01711 SITE CLEANUP 1.1 GENERAL A. Execute cleanup, during progress of the Work, and at completion of the Work. January 9, 2004 B. Adequate cleanup will be a condition for recommendation of progress payments. 1.2 DESCRIPTION A. Store volatile wastes in covered metal containers and dispose off site. B: Provide on -site covered containers for the collection of waste materials, debris and rubbish. C. Neatly store construction materials, such as concrete forms, when not in use. D. Broom clean adjacent paved surfaces and rake other adjacent surfaces. E. The streets adjacent to the construction area shall be cleaned of debris generated by the project by the Contractor at the earliest opportunity, but in no case shall the street be left uncleaned after the completion of the day's work It shall be the Contractor's responsibility to provide the necessary equipment and materials to satisfactorily clean the roadway at no additional cost to the project. The City's Street Department will sweep the street at an approximate hourly rate of $70.00 for a minimum of 2 hours. The Contractor must sign a Contract with the City Street Department prior to requesting street sweeping. If the streets are not cleaned by the Contractor within 24 hours after having been given notice from the Project Engineer, the Project Engineer will have the Streets Department sweep the streets at the rates listed above and will back charge the Contractor for expenses incurred. 1.3 DISPOSAL A. Wastes shall not be buried or burned on the site or disposed of into storm drains, sanitary sewers, streams or waterways. B. Remove waste materials, clearing materials, demolition materials, unsuitable excavated materials, debris and rubbish from the site at least weekly and dispose of at disposal areas furnished by Contractor away from the site. Ziegler Road Widening/General Requirements END OF SECTION General Reqs. -19 Ziegler Road Widening SECTION 01720 PROJECT RECORD DOCUMENTS 1.1 GENERAL A. Maintain at the site one record copy of: 1. Documents and samples called for in General Conditions 6.19. 2. Field Test Records. 3. Certificates of compliance. 1.2 MAINTENANCE OF DOCUMENTS AND SAMPLES January 9, 2004 A. File documents and samples in accordance with the. specifications section numbers. B. Maintain documents and samples in a clean, dry, legible condition and in good order. Do not use record documents for construction purposes. 1.3 RECORDING I -I I A. Label each document "PROJECT RECORD" in neat large printed letters. B. Record information concurrently with construction progress. 1. Do not cover Work until required information is recorded. C. Marking of Project Records. 1. Legible and with a dark pen or pencil. 2. Ink shall not be water based or subject to easy smearing. D. Mark Drawings to record actual construction. 1. Field dimensions, elevations, and details. 2. Changes made by a Modification. 3. Details not on original Drawings. 4. Horizontal and vertical locations of underground utilities and appurtenances referenced to a minimum of three permanent surface improvements. 5. Depths of various elements in relation to project datum. 6.. Location of utilities and appurtenances concealed in the construction, referenced to visible and accessible features of the structure. -� 1A SUBMISSION A. Accompany submittal with transmittal letter in duplicate containing: 1. Date. 2. Project title and number. 3. Contractor's names, address, and telephone number. 4. Index containing title and number of each Record Document. 5. Signature of Contractor or his authorized representative. Ziegler Road Widening/General Requirements END OF SECTION General Reqs. - 20 M Ziegler Road Widening THE ZIEGLER ROAD WIDENING January 8,2004 The Colorado Division of Highways "Standard Specifications for Road and Bridge Construction" (1999), except as revised herein, is hereby adopted as a minimum standard of compliance for this project. The City of Fort Collins Storm Drainage Construction Standards, City of Fort Collins Water Utilities Standard Construction Specifications, City of Fort Collins Design Criteria and Standards for Streets, and City of Fort Collins Work Area Traffic Control Handbook, shall also serve as minimum standards of compliance for this project. They are not included in the contract documents, but may be obtained at the appropriate City Departments. It shall be the Contractor's responsibility to purchase and familiarize themselves with all of the City Department Specifications. These project specifications, City Department specifications, and. CDOT standard specifications are considered minimum standards for compliance on this project. In those instances where the CDOT Standard Specifications conflict with the City specifications listed above, the City specifications shall govern. In those instances where the CDOT Standard Specifications conflict with any of the provisions of the preceding Sections 00001 through 01750, General Requirements, the preceding sections shall govern. SECTION 202 REMOVALS 203 208 210 304 306 307 401 PROJECT CONSTRUCTION SPECIFICATIONS INDEX OF REVISIONS EXCAVATION AND EMBANKMENT ...................... EROSION CONTROL ................................................... RESET STRUCTURES .................................................. AGGREGATE BASE COURSE ................................... RECONDITIONING...................................................... PAGE ....................... Technical Specs 2-4 ....................... Technical Specs 5-7 ......... Technical Specs 8 Technical Specs 9-10 Technical Specs 11 ............................ Technical Specs 12 FLYASH SUBGRADE STABILIZATION........................................................... Technical Specs 13-16 PLANT MIX PAVEMENTS - GENERAL...........................................................Technical Specs 17-22 403 HOT BITUMINOUS PAVEMENT Technical Specs 23-26 506 RIPRAP.......................................................:...........................................................Technical Specs 27-28 603 CULVERTS AND SEWERS................................................................................. Technical Specs 29-30 604 MANHOLES, INLETS AND METER VAULTS ................................................Technical Specs 31- 608 SIDEWALKS AND DECORATIVE CROSSWALKS........................................Technical Specs 32-33 609 CURB AND GUTTER ...................... Technical Specs 34 630 TRAFFIC CONTROL DEVICES.........................................................................Technical Specs 35-38 Ziegler Road Wideningrrechnical Specs Technical Specs. -1 Ziegler Road Widening REVISION OF SECTION 202 REMOVALS Section 202 of the Standard Specifications is hereby revised for this project as follows: Subsection 202.01 is revised to include the following: January 8, 2004 The Contractor shall remove and dispose of all concrete sidewalk, curb and gutter, cross pans, driveways, inlets, irrigation structures, pipe, structures, asphalt, fence, trees, retaining walls and any other obstructions that are designated for removal by the Engineer. All such removals will be measured in the field, and quantities agreed to by the Contractor and the Engineer. Subsection 202.02 is revised to include the following: Disposal Site - Materials designated for removal shall become property of the Contractor, unless noted in the specifications or specified by the Engineer to be salvaged or stockpiled. It shall be the Contractor's responsibility to obtain disposal sites for all unusable material, which is removed. Abandon 3/4" Domestic Water Tap (FCLWD Spec.) —This work shall include the saw cutting, removal of the tap and plugging of the main to most current Fort Collins -Loveland Water District Standards. All excavated material shall be Hauled off and Flow Fill shall be used to fill excavated area to grade. This work needs .� to be coordinated with the Fort Collins Loveland Water District forty eight (48) hours in advance. The price of this line item includes the labor, equipment and materials needed to expose the tap, remove the tap and plug the main. Removal of Debris and Overgrowth — This work shall consist of the removal of debris located south of Rock creek, the removal of some small bushes south of the private drive and area's determined by the engineer. All the materials, equipment and labor necessary to complete this work shall be considered incidental to the work and not be paid for separately. This item shall be paid as a lump sum quantity. Subsection 202.07 is revised to include the following: Prior to removal, concrete and/or asphalt shall be saw cut full depth to a clean and straight vertical line. Pieces of concrete which, due to the Contractor's operations, crack or break beyond the limits of construction, shall be saw cut, or removed to the nearest joint, and removed and replaced at the Contractor's expense. The limit of the repair will be determined by the Engineer. The initial saw cutting to remove existing concrete and/or asphalt shall be considered incidental to the Work and shall not be paid for separately under this item: I The limits of asphalt pavement remove have been extended from the limits shown on the plans as follows: Removal Asphalt Pavement (0"- 2" Depth) — This work shall consist of the remove of the top two inches (2") of asphalt pavement from the edge of the full removal to the crown of the roadway. This work shall be planned 7 around the proposed two lane detour on Ziegler. All materials, equipment and labor necessary to complete this work shall be considered incidental to the work and not paid for separately. This item shall be field measured and paid by the square yard. Removal Asphalt Pavement (5"-10" Depth) — This work shall consist of the remove of the full depth of asphalt pavement necessary to create a twelve foot (12') section from the future roadway edge at the south end of the project. This edge of removal established on the south end of the project shall remain straight until you reach station 24+35 where the limits shall match that as shown on the plans. Starting at station 26+65 the full removal Ziegler Road Wideningrrechnical Specs Technical Specs. - 2 Ziegler Road Widening January 8, 2004 shall start on the white edge line of the existing pavement and continue straight to the end of the project. All materials, equipment and labor necessary to complete this work shall be considered incidental to the work and not paid for separately. This item shall be field measured and paid by the square yard. Removal of concrete, asphalt and/or obstructions as described in section.202.01 beyond the limits designated by the Engineer will be the responsibility of the Contractor and will not be paid for under this section. It WILL be the contractors responsibility to sweep and clean immediately after the milling operations. Subsection 202.08 is revised to include the following. Remove Concrete Weir, Flume Supports and Pipe — This work shall consist of the removal and disposal of the existing flume over the McCullen channel, and weir structure South of the channel, on the Parks property. There will be NO machinery allowed within the McCullen channel. The pipe and concrete removals involved with this work, the footer removal, back fill of the excavation and the materials and equipment necessary to complete this work shall be considered incidental to the work and not be measured and paid for separately. This item shall be paid for as a lump sum. Subsection 202.11 is revised to include the following: The Contractor and the Engineer shall field measure and agree upon the quantity to be removed before the work commences. Should the Contractor fail to request the Engineer to measure any work, the Contractor shall not be compensated for materials that were not measured by the Engineer. The accepted quantities will be paid for at the contract unit price. Saw cutting, excavation, backfill, haul, disposal, and stockpiling of materials will not be measured and paid for separately. This cost shall be included in the unit price for each bid item in Section 202. Subsection 202.12 is revised to include the following. Payment will be made under: Pay Item and Pay Unit The pay unit is denoted by (). 202-01 Remove Pipe (RCP,CMP,ADS,HDPE) — (LF) 202-02 Remove Asphalt Pavement (0" — 2" Depth) — (SY) 202-03 Remove Asphalt Pavement (5" —10" Depth) — (SY) 202-04 Saw Cut Existing Asphalt — (LF) 202-05 Remove Rip Rap — (SY) 202-06 Remove Concrete Irrigation Ditch (3.75 ft wide by 1.75 deep) — (IF) 202-07 Remove Concrete Weir, Flume, Supports and Pipe — (LS) 202-08 Remove Fence (Barbed Wire) Three Strand — (IF) Ziegler Road Widening/Technical Spec Technical Specs. - 3 Ziegler Road Widening 202-09 Remove Type III Barricade at the Kechter Intersection — (EA) January 8, 2004 202-10 Remove Storm Sewer Man Holes — (EA) 202-11 Abandon 3/4" Domestic Water Tap (FCLWD spec) — (EA) The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in removals and rotomilling, including excavation, backfill, haul and disposal, as specified in these specifications, and as directed by the Engineer. All saw cutting involved in removing the necessary items in order to complete the Work shall be considered incidental to the Work and will not be paid for separately. Ziegler Road Wideningrrechnical Specs END OF SECTION Technical Specs. - 4 Ziegler Road Widening REVISION OF SECTION 203 EXCAVATION AND EMBANKMENT Section 203 of the Standard Specifications is hereby revised as follows: Subsection 203.01 is revised to include the following: January 8, 2004 Unclassified Excavation - This shall consist of excavation of all materials on the site to finial grades, excluding the bid items listed in Section 202. Excavation of unsuitable material will only be paid for if it is found to be unsuitable in its original state. This item shall be measured from the plans and cross sections, and will be paid for by the cubic yard. This item shall be paid according to plan quantity. Embankment (Complete in Place) - All excavated material, except the material being hauled and disposed, shall be placed as embankment and compacted,. to final grades, as specified in Section 203.07. The embankment quantity was not adjusted to allow for shrinkage during compaction. This item will be measured from the plans and cross sections and will be paid for by the cubic yard. This item will be paid according to plan quantity. Borrow Suitable Fill Material (Complete in Place) —This work shall include suppling suitable fill material to obtain the necessary amount for embankment. This item will be measured from the plans and cross -sections and will be paid for by the cubic yard Haul and Disposal - This shall consist of hauling and disposing of any excess material or unsuitable fill material (Muck Excavation is not included in this item). This item will be measured from the plans and cross sections and will be paid for by the cubic yard. This item shall be paid according to plan quantity. Borrow - ABC Class 5 or 6 (Complete in Place) - This shall include supplying, placing, and compacting aggregate base course as directed by the Engineer. This item will be measured in the field and paid for by the ton. This item will not be paid for as Embankment. Borrow material will only be used for fill if there is a shortage of suitable material onsite and/or as directed by the Engineer and may be used under sidewalks and median hardscaped areas. Muck Excavation (Complete in Place) - This shall include excavation of unsuitable material, supplying and placing Class 1 or 2 Structural Backfill, Pit Run or an approved fill, recompacting material to finish grade, and haul and disposal of unsuitable material. Muck -excavation of material from rain or weather damage will not be paid for and is entirely the Contractor's responsibility. This item shall be measured in the field, and will be paid for by the cubic yard. Topsoil - (stripping, stockpiling, placing) - All areas that have suitable topsoil material shall be stripped to a depth of 6 inches. This material shall be stockpiled and placed after the final grades have been established. This item shall include stripping existing vegetation, temporarily stockpiling, loading, hauling, and placing topsoil material for back of walk and curb areas, parkway areas, and other designated areas. This item shall be paid according to plan quantity. . Topsoil - (stripping, Haul Of[ Site) - This work shall consist of stripping topsoil material to a depth of 6 inches and hauling off -site. This item shall be paid according to plan quantity. Median Hardscape Shaping (Complete in Place) — The areas in the medians beneath the exposed aggregate concrete shall be backfilled with suitable onsite material approved by the Engineer. These areas shall be backfilled in lifts not to exceed 6 inches (6") and compacted with a plate compactor or as directed by the Engineer. This item will not be paid for as Embankment. This item will be measured in the field and will be paid for by the square foot. Ziegler Road Wideningrrechnical Specs Technical Specs. - 5 Ziegler Road Widening January 8, 2004 Flow Fill Shallow Utilities —This work shall consist of the removal of soil above an existing utility, after sub -grade elevation has been achieved, one foot (1) deep and three foot (3') wide. This excavated area, that can not be treated with flyash, will be filled with flowable fill to the top of sub -grade to protect the existing utility. All related work, material and equipment will not be measured and paid for separately, but shall be included in the work. ^ This work shall be measured and paid for by the linear foot. Detour Road (110' x 26') — All the work necessary to construct and remove a twenty six foot (26') wide by one hundred and ten foot (1101 long paved detour road for the construction of the storm sewer crossing on Ziegler Road. This work shall include all materials, equipment and labor necessary to construct and remove this detour road. All of the material, cost and labor needed to maintain this road shall be included in the bid price. This item shall be paid for as a lump sum item. Potholing — The Contractor shall be responsible for locating electrical, gas, fiber optic, cable, telephone, traffic signal conduit and other existing utility lines and pothole every 100 lineal feet or as deemed necessary by the contractor. All related work, including excavation, backfiiling, shoring, labor and number of hours will not be �. measured and paid for separately, but shall be included in the work. Repair of damaged existing utility lines caused by the Contractor will be at the Contractor's expense. Potholing will be paid as a lump sum item. These items will not be paid separately under items in section 202, 210, 603, or 604. Embankment and sub -grade material shall be compacted to 95% of maximum density at +/- 2% optimum moisture. Maximum density shall be determined by ASTM D 698. This will apply under the roadway, curb and gutter, sidewalk, and driveways. Topsoil shall be compacted to 85%u of maximum density at/or near optimum moisture. _ Excavation and Embankment will only be paid when a significant change in grade is required, as determined by the Engineer. Minor cuts and fills shall be considered Incidental to the work, and shall not be paid separately under this section. If unsuitable sub -grade is encountered and the Engineer directs the Contractor to over excavate the material, the Contractor shall use Aggregate Base Courses (Class 5 or 6), Class 1 or 2 Structural Backfill, Pit Run or an approved fill to backfili the over excavated area if there is not any acceptable material onsite. This Work will not be paid for separately but will be paid under the Muck Excavation item.. The proposed material shall meet the following minimum requirements: LL Maximum: 30 PI Maximum: 6 "R" Value Minimum: 78 The minimum strength coefficient of the Aggregate Base Coarse shall be 0.11. After specified compaction has been obtained, the sub -grade under the curb, gutter, sidewalk, and pavement shall be proof -rolled with a heavily loaded rubber tired roller, fully loaded water truck, or approved equal. Those areas which produce a rut depth of over one-half (1/2) inch or which crack the sub -grade after pumping and —+ rebounding shall be ripped, scarified, wetted or dried if necessary, and recompacted to the requirements for density and moisture at the Contractor's expense. Where unsuitable material is encountered, the Engineer may require the Contractor to remove the unsuitable materials and backfill to the finished grade with approved material. The completed sub -grade shall be proof -rolled again after placement of approved material. Ibis will be paid for at the contract unit price for Muck Excavation. Ziegler Road Widening/rechnical Specs Technical Specs. - 6 clarifications considered necessary in response to such questions will be issued only by Addenda. Questions received less than seven days prior to the date for opening of the Bids may not be answered. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 5.2. All questions concerning the scope of this project should be directed to the Engineer. Questions regarding submittal of bids should be directed to the City of Fort Collins' Purchasing Division. 5.3. Addenda may also be issued to modify the Bidding Documents as deemed advisable by OWNER or Engineer. 5.4. Addenda will be mailed or delivered to all parties recorded by the OWNER as having received the Bidding documents. 6.0 BID SECURITY 6.1. Each Bid must be accompanied by Bid Security made payable to OWNER in the amount stated in the Invitation to Bid. The required security must be in the form of a certified or bank cashier's check payable to OWNER or a Bid Bond on the form enclosed herewith. The Bid Bond must be executed by a surety meeting the requirements of the General Conditions for surety bonds. 6.2. The Bid Security of the successful Bidder will be retained until such Bidder has executed the Agreement and furnished the required contract security, whereupon Bid Security will be returned. If the successful Bidder fails to execute and deliver the Agreement and furnish the required contract security within 15 days of the Notice of Award, OWNER may annul the Notice of Award and the Bid Security of that Bidder will be forfeited. The Bid Security of other Bidders whom OWNER believes to have reasonable chance receiving the award may be retained by OWNER until the earlier of the seventh day after the effective date of the Agreement or the thirty- first day after the Bid Opening, whereupon Bid Security furnished by such Bidders will be returned. Bid Security with Bids which are not competitive will be returned within seven days after the Bid opening. 7.0 CONTRACT TIME. The number of days within which, or the date by which the Work is to be substantially complete and also completed and ready for Final Payment (the Contract Times) are set forth in the Agreement. 8.0 LIQUIDATED DAMAGES. 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 12/03 Section 00100 Page 3 Ziegler Road Widening January 8, 2004 The Contractor shall refer to the plans for regrading information. This work shall include all excavation, embankment, and grading required to prepare these sites for landscaping. Subsection 203.04 is revised to include the following: The excavations and embankments shall be finished to smooth and uniform surfaces conforming to the typical sections specified. Variation from the sub -grade plan elevations specified shall not be more than 0.08 feet. Subsection 203.13 is revised to include the following. Payment will be made under: Pay Item and Pav Unit The pay unit is denoted by (). 203-01 Unclassified Excavation — (CY) 203-02 Embankment - CIP — (CY) 203-03 Borrow Suitable Fill Material — (CY) 203-04 Haul & Dispose — (CY) 203-05 Borrow ABC (Class 5 or 6) — CIP - (Ton) 203-06 Muck Excavation — CIP — (CY) 203-07 Topsoil —(Stripping, stockpiling, placing) — 6" Depth - (CY) 203-08 Topsoil —(Stripping, Haul Off - Site) — (CY) 203-09 Median Hardscape Shaping - CIP — (SF) 203-10 Flow Fill Shallow Utilities — (LF) 203-11 Detour Road (110' x 26') — (LS) 203-12 Potholing — (LS) The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in removals and rotomilling, including excavation, backfill, haul and disposal, as specified in these specifications, and as directed by the Engineer. All saw cutting involved in removing the necessary items in order to complete the Work shall be considered incidental to the Work and will not be paid for separately. Ziegler Road Wideningrrechnical Specs END OF SECTION Technical Specs. - 7 Ziegler Road Widening January 8, 2004 REVISION OF SECTION 208 EROSION CONTROL Section 208 of the Standard Specifications is hereby revised as follows: Subsection 208.05 is revised to include the following: All Erosion Control Devices, Materials, and Techniques required preventing damage to the storm water facilities as outlined in the City of Fort Collins Standards will be considered incidental to the work, and shall be included in the price. No measurement for payment shall be made for maintenance of Erosion Control devices. The tracking pad shown on the plans shall be included and considered incidental to the work. This item will be paid for as a lump sum price to the Contractor. Working in or Crossing Watercourses and Wetlands — Construction vehicles will be kept out of watercourses and wetlands. Where in channel -work is necessary, precautions must be taken to stabilize the work area during construction to minimize erosion control. The channel (including bed and banks) must always be restabilized immediately after in -channel work is completed. There will be no in -channel work on this Job. Subsection 208.07 is revised to include the following: The accepted quantities will be paid for at the contract unit price. Payment will be made under. Pay Item and Pay Unit The pay unit is denoted by (). 208-01 Erosion Control — (LS) The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in installing and maintaining erosion control, complete -in -place, as specified in these specifications, and as directed by the Engineer. Ziegler Road Widening/Technical Specs END OF SECTION Technical Specs. - 8 Ziegler Road Widening REVISION OF SECTION 210 RESET STRUCTURES Section 210 of the Standard Specifications is hereby revised as follows: Subsection 210.10 is revised to include the following: January 8, 2004 Work contained in this Subsection shall meet the requirements of the current City of Fort Collins Water Utilities Standard Construction Specifications or other applicable water utility agency standard construction specifications. The Contractor shall cooperate and coordinate with the City Water Utilities Department or other applicable water utility when shutting off water to minimize downtime to customers. The Contractor shall also coordinate work involving the relocation of fire hydrants, water meters, curb stops, and water valves, and lowering water and sewer service lines, and water lines. The Contractor shall supply all materials required to complete the work that is not supplied by the City or other applicable water utility, and these materials shall be included in the costs of each item. This shall include, but not be limited to; new copper line and fittings, new stop.boxes, meter pits, excavation, backfill and compaction. New copper fittings, stop boxes, and meter pits will be required at each location. All structures located in. bituminous pavements to be surfaced shall be adjusted prior to, or during paving operations. All structures located within a concrete pavement shall be adjusted prior to opening the roadway. The Contractor shall perform all work needed to ensure that said structures can be readily adjusted and shall have all necessary materials on hand prior to commencing the work. The adjustments shall be made as noted below. All structures shall be adjusted to be'/s", +/-1/8" below the pavement surface. The Contractor shall be responsible for immediately cleaning out all construction materials that may fall into manholes, valve boxes, or other structures during the construction process. In the event that a structure was not properly adjusted (i.e. too high or too low) or the structure was covered and not adjusted after the paving operation, written notice will be given by the Engineer to the Contractor requiring the Contractor to make the necessary adjustments within 5 working days. In the event that the structure is not adjusted within said time frame; the Engineer shall have the right to engage a third party to complete the work, and to withhold the cost of such work from payments due the Contractor. If a structure is adjusted prior to an overlay operation, the Contractor shall place bituminous base material around the structure as directed by the Engineer to insure that it will not be a hazard tovehicular traffic. Thiswill be paid for under the bid item for Asphalt Patching. Adjust Manhole Ring/Cover— Manholes located within existing asphalt pavement shall be adjusted by removing an area of pavement with a minimum diameter one foot (1') larger than the structure (centered on the structure). This shall be done by cutting vertical edges, adjusting the manhole by grouting concrete rings and/or utilizing metal shims to raise the structure to the proper grade, then spreading and mechanically compacting bituminous material of the same grade and quality as the adjacent pavement. All manholes shall be raised through the top lift. Plug Existing 21" Opening — This work consist of the labor and material necessary to plug the 21" irrigation pipe stub located at approximately station 1+70 on the parks property. This item will be paid under Plug Existing 21" Opening — (EA). Ziegler Road Wideningrrechnical Specs Technical Specs. - 9 Ziegler Road Widening. January8, 2004 Adjust Valve Box — Valve boxes located within asphalt pavement shall be adjusted by removing the existing pavement around the valve box, adjusting the valve by turning it to the proper grade, trimming the existing asphalt by cutting vertical edges, then spreading and mechanically compacting bituminous material of the same grade and quality as the adjacent pavement. If a valve box cannot be turned up, or can be turned up, but not sufficiently to achieve the proper grade or if the top section of the valve box is in poor condition, the Contractor shall excavate around the top section of the valve box and remove and replace the top section with a longer section supplied by the Contractor. The excavation shall then be back filled with Non -Shrink backfill to the top of subgrade, and then, material of the same grade and quality as the adjacent pavement shall be placed. The Contractor shall exercise reasonable care while attempting to adjust the valve boxes. If, in the opinion of the Engineer, the Contractor is negligent and breaks the valve box, the valve box shall be replaced at the Contractor's expense. This item will be paid under Adjust Valve Box — (EA). When the manhole adjustment is complete, the slope of the top surface of the manhole cover shall match the slope i of the pavement in both the longitudinal and traverse directions. Any manhole cover which is unstable or noisy under traffic shall be replaced. This item will be paid under Adjust Manhole Ring/Cover — (EA). Relocate Mailboxes (provide temporary Service) -This item shall include the relocating of existing mailboxes within the project limits that will be impacted by the construction activities. A temporary location shall be established by the engineer. A permanent location behind curb shall be established as soon as permanent construction permits. This activity shall be guided by the US Postal Service rules. This Item will be paid under Relocate Mailboxes (provide Temporary Service) — (EA). Subsection 210.13 is revised to Include the following. Payment will be made under. Pav Item and Pay Unit The pay unit is denoted by 210-01 Adjust Manhole Ring/Cover — (EA) 210-02 Plug Existing 21" Opening — (EA) 210-03 Adjust Valve Box — (EA) 210-04 Relocate Mailboxes (Provide Temporary Service) — (EA) The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the Work involved in adjusting structures, complete -in -place, including non -shrink backfill, concrete, metal shims, bituminous materials, haul and disposal, excavation, bedding material, backfill, and compaction as shown on the plans, as specified in these specifications, and as directed by the Engineer. —' Ziegler Road Wideningftechnical Specs END OF SECTION Technical Specs. -10 Ziegler Road Widening REVISION OF SECTION 304 AGGREGATE BASE COURSE Section 304 of the Standard Specifications is revised as follows: January g, 2004 Subsection 304.01 is revised to include the following: This work shall consist of placing 6" of Aggregate Base Course (Class 5 or 6) over previously prepared pavement sub -grade approved by the Engineer. Aggregate Base Course will be used under the asphalt pavement section and shall meet the requirements of Subsection 703.03. The proposed material shall meet the following minimum requirements: LL Maximum: 30 PI Maximum: 6 "R" Value Minimum: 78 The minimum strength coefficient of the Class 5 or 6 Aggregate Base Course shall be 0.11 Subsection 304.06 is revised to include the following Aggregate Base Course shall be compacted to at least 95%u of maximum density at or near optimum moisture as determined by ASTM D698. Subsection 304.07 is revised to include the following - Aggregate Base Course will be measured by the ton at proper moisture. Quantity will be adjusted accordingly if the moisture content is too high. Haul and water necessary to bring mixture to optimum moisture will not be measured or paid for separately, but shall be included in the price for Aggregate Base Course. Load slips shall be consecutively numbered for each day. . Soil sterilization shall be applied under all new asphalt ravine and shall be considered incidental to the work. Sterilization shall not be paid for separately under this item. Subsection 304.08 is revised to include the following: The accepted quantities of Aggregate Base Course will be paid for at the contract unit price per ton. Payment will be made under: Pay Item and Pay Unit The pay unit is denoted by (). 304-01 Aggregate Base Course - (Class 5 or 6) - 6" Depth — (CIP) — (TON) 304-02 Aggregate Base Course Patch Placement - (Class 5 or 6) — 6" Depth — (CIP) — (TON) The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in Aggregate Base Course including haul, sterilization, and water. The work will be complete -in -place, as shown on the plans, as specified in these specifications, and as directed by the Engineer. Ziegler Road Widening(Technical Specs END OF SECTION Technical Specs. -11 Ziegler Road Widening January 8, 2004 REVISION OF SECTION 306 RECONDITIONING Section 306 of the Standard Specifications is hereby revised for this project as follows: Subsection 306.02 is revised to include the following - The top 8" of the entire sub -grade, including fill areas, (curb, gutter and sidewalk, and pavement areas) shalt be reconditioned by scarifying and recompacting. The sub -grade shall be thoroughly mixed and dried or moistened to full depth and compacted as specified in Section 203.07. The reconditioned surface shall not vary above or below the lines and grades as staked by more than 0.04 foot under asphalt or concrete pavement or 0.08 foot under aggregate base course. The surface shall be tested prior to application of any base course or pavement. All defective work shall be corrected as directed by the Engineer. The surface shall be protected and maintained until base course or pavement has been placed. If the Contractor chooses to use road base as a fine grading material or a material to mitigate over excavated or rain damaged areas this shall be entirely the Contractor's cost and shall be considered incidental to the Work The Contractor shall be paid for reconditioning, if reconditioning has been attempted, and muck excavation in the event that unsuitable material is encountered and removed at the direction of the Engineer. It shall be at the Engineer's discretion to determine if the Contractor has made a sufficient effort to control the moisture in the sub -grade material and made a reasonable effort to recondition the sub -grade. Soil sterilization shall be applied under all new asphalt paving and shall be considered incidental to. the work Sterilization shall not be paid for separately under this item. This item (Reconditioning) will not be necessary or paid for in flv ash stabilized areas. Subsection 306.04 is revised to include the following: The accepted quantities of Reconditioning will be paid for at the contract unit price per square yard. Payment will be made under. Ppy Item and Pay Unit The pay unit is denoted by (). 306-01 Reconditioning (8") - (SY) The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in Reconditioning, complete -in -place, including compaction, wetting or drying, and finish grading, as shown on the plans, as specified in these specifications, and as directed by the Engineer. Ziegler Road Wideningrrechnical Specs END OF SECTION Technical Specs. -12 Ziegler Road Widening REVISION OF SECTION 307 FLYASH SUBGRADE STABILIZATION Section 307 of the Standard Specifications Is revised as follows: January 8,2004 This item shall consist of treating the sub -grade, adding Class "C" flyash, mixing and compacting of the mixed material to the required depth and density. This item applies to natural ground or embankment and shall be constructed as specified herein and in conformity with the typical sections, lines and grades as shown on the plans or as established by the Engineer. MATERIALS A. Flyash - The flyash shall meet ASTM Specification 618, Section 3.2, when sampled and tested in accordance with Sections 4, 6, and 8 unless otherwise shown on the plans. Flyash shall be Class C designation containing a minimum of 25 percent CaO. B. Water - The water used in the stabilized mixture shall be clean, clear, and free of sewage, vegetable matter, oil, acid, and alkali. Water known to be potable may be used without testing. All other sources shall be tested in accordance with AASHTO T-26 and approved by the Materials Engineer. EQUIPMENT A. The machinery, tools and equipment necessary for proper prosecution of the Work shall be on the project site and approved by the Engineer prior to the beginning of construction operations. All machinery, tools and equipment used shall be maintained in a satisfactory and workmanlike manner. B. Flyash shall be stored and handled in closed weatherproof containers until immediately before distribution on the road. If storage bins are used, they shall be completely enclosed. C. If flyash is furnished in trucks, each truck shall have the weight of flyash certified on public scales or the Contractor shall place a set of standard platform truck scales or hopper scales at a location approved by the Engineer. CONSTRUCTION METHODS A. General It is the primary purpose of this specification to secure a completed course of treated material that contains the following: 1. Uniform flyash/soil mixture with no loose or segregated areas; 2. Uniform density and moisture content 3. Is well bound for its full depth 4. A smooth surface suitable for placing subsequent courses.. It shall be the responsibility of the Contractor to regulate the sequence of his work; to process a sufficient quantity of material to achieve full depth as shown on plans; to use the proper amounts of flyash; to maintain the work; and to rework the courses as necessary to meet the above requirements at no Ziegler Road Wideningrrechnical Specs Technical Specs. -13 Ziegler Road Widening additional cost. January 8, 2004 1 Before other construction operations are initiated, the sub -grade shall be graded and shaped to enable the flyash treatment of materials in place, in conformance with the lines, grades, and thickness shown on the plans. Unsuitable soil or materials shall be removed and replaced with acceptable material. The subgrade shall be firm and able to support, without displacement, the construction equipment and the compaction hereinafter specified. Soft or yielding sub -grade shall be corrected and made stable by ^: scarifying, adding flyash, and compacting until it is of uniform stability. If the Contractor elects to use a trimming machine that will remove the sub -grade material accurately to the secondary grade, he will not be required to expose the secondary grade or windrow the material. However, the Contractor shall be required to roll the sub -grade, as directed by the Engineer, before using the trimming machine and correcting any soft areas that this rolling may reveal. This method will be permitted only where a machine is provided which will ensure that the material is cut uniformly to the proper depth and which has cutters that will plane the secondary grade to a smooth surface over the entire width of the cut. The machine shall be of such design that visible indication is given at all times that the machine is cutting to the proper depth. B. Application The flyash shall be spread by an approved spreader at the rate of 12% dry weight of soil as shown on the plans and as directed by the Engineer. A motor grader shall not be used to spread the flyash. The flyash shall be distributed at a uniform rate and in such manner as to reduce the scattering of flyash by wind to a minimum. Fyyash shall not be applied when wind conditions, in the opinion of the Engineer, are such that blowing flyash becomes objectionable to traffic or adjacent property owners. During final mixing, water shall be added to the materials as directed by the Engineer, until the proper moisture content has been secured. Water shall be added through the pulverizing machine or method acceptable to the Engineer to develop a uniform, controlled rate addition of the needed moisture. Initial mixing after the addition of flyash will be accomplished dry or with a minimum of water to prevent flyash —, balls. Final moisture content of the mix, prior to compaction, shall not exceed the optimum moisture content of the mix by more than two percent nor by less than the optimum by more than four percent. Should the natural moisture content of the soil be above the specified range, aeration of the soil may be required prior to addition of the flyash. C. Mixing The soil and flyash shall be thoroughly mixed by approved rotary mixers or other approved equipment, and the mixing continued until, in the opinion of the Engineer, a homogeneous, friable mixture of soil and flyash is obtained, free from all clods or lumps. Water required to achieve the specified moisture content for the mixture should be added after initial mixing. If the soil flyash mixture contains clods, they shall be reduced in size by raking, blading, disking, harrowing, scarifying or the use of other approved pulverization methods so that when all non -slaking aggregates retained on the No. 4 sieve are removed, the remainder of the material shall meet the following requirements when tested at the field moisture condition or dry by laboratory sieves: ^ Minimum Passing 1: inch sieve 100 percent Ziegler Road Wideningrrechnical Specs Technical Specs. -14 -7 Ziegler Road Widening Minimum Passing No. 4 sieve 60 percent D. Compaction January 8, 2004 Compaction of the mixture shall begin immediately after mixing of the flyash and be completed within one hour following addition of flyash and water. The material shall be sprinkled as necessary to maintain the optimum moisture. Compaction of the mixture shall begin at the bottom and shall continue until the entire depth of mixture is uniformly compacted to a specified density. All non -uniform (too wet, too dry or insufficiently treated) areas which appear shall be corrected immediately by scarifying the areas affected, adding or removing material as required and reshaping the recompacting by sprinkling and rolling. The surface of the course shall be maintained in a smooth condition, free from undulations and ruts, until other work is placed thereon or the work is accepted. The stabilized section shall be compacted to the extent necessary to provide the density specified below: For flyash treated sub -grade, existing sub- Not less than 95 percent maximum dry base or existing base that will receive density (ASTM D-698) subsequent sub -base or base courses For flyash treated sub -base or base that Not less than 95 percent maximum dry will receive surface course density (ASTM D-698) In addition to the requirements specified for density, the full depth of the material shown on the plans shall be compacted to the extent necessary to remain firm and stable under construction equipment. After each section is completed, the Engineer will make tests as necessary. If the material fails to meet the density requirements, the Engineer mayrequire it to be reworked as necessary to meet those requirements or require the Contractor to change his construction methods to obtain required density on the next section. Throughout this entire operation, the shape of the course shall be maintained with a blade, and the surface, upon completion, shall be smooth and in conformity with the typical section sham on the plans and to the established lines and grades. Grading should be terminated within two hours after blending of the flyash. Should the material, due to any reason or cause, lose the required stability, density and finish before the next course is placed or the work is accepted, it shall be reprocessed, re - compacted and refinished at the sole expense of the Contractor. Reprocessing shall follow the same pattern as the initial stabilization, including the addition of flyash. E. Finishing, Curing and Preparation for Surfacing After the final course of the treated sub -grade, sub -base or base has been compacted, it shall be brought the required lines and blue top grades in accordance with the typical sections. 1. The resulting base surface shall be thoroughly rolled with a pneumatic tire roller and "clipped", "skinned" or "tight bladed" by a power grader to a depth of approximately 3 inch, removing all loosened stabilized material from the section. Re -compaction of the loose material should not be attempted. The surface shall then be thoroughly compacted with the pneumatic roller, adding small increments of moisture as needed during rolling. If plus No. 4 aggregate is present in the mixture; one complete coverage of the section with the fat wheel roller shall be made immediately after the "clipping" operation. When directed by the Engineer, surface finishing methods may be varied from this procedure provided a dense, uniform surface, free of surface compaction plans, is produced. The moisture content of the surface material must be maintained within the specified range during all finishing operations. Surface compaction and finishing shall proceed in such a manner as to produce, Ziegler Road Wideningrrechnical Specs Technical Specs. -15 Ziegler Road Widening January 8, 2004 in not more than two hours, a smooth, closely knit surface, free of cracks, ridges or loose material conforming to the crown, grade and line shown on the plans. - 2. After the flyash treated course has been finished as specified herein, the surface shall be protected against rapid drying by either of the following curing methods for a period of not less than three days or until the surface or subsequent courses are placed: (a) Maintain a thorough and continuously moist condition by sprinkling. (b) Apply a two-inch layer of earth on the completed course and maintain in a moist condition. (c) Apply an asphalt membrane to the treated course, immediately after same is completed. The quantity and type of asphalt approved for use by the Engineer shall be sufficient to completely cover and seal the total surface of the base between crown lines and all voids. If the Contractor elects to use this method, it shall be the responsibility of the Contractor to protect the asphalt membrane from being picked up by traffic by either sanding or dusting the surface of same. The asphalt membrane may remain in place when the proposed surface or other base courses are placed. Asphaltic emulsions are not acceptable for the asphaltic membrane. 3. The flyash MUST cure to a minimum of one hundred fifty pounds per square inch (150 PSI) compressive strength before the placement of any subsequent layers shall be allowed. METHOD OF MEASUREMENT Flyash Subgrade Stabilization will be measured by the square yard to the limits as constructed in the field and be paid for at the contract unit price per square yard. BASIS OF PAYMENT Payment will be made under: Pay Item and Pay Unit The pay unit is denoted by (). 307-01 Flyash stabilization — (12%u) - (SY) The above prices and payments shall include full compensation for furnishing all labor, materials, blue top grades, tools, equipment, and incidentals and for doing all work involved in Flyash stabilization, complete -in -place, including compaction, and wetting or drying as shown on the plans, as specified in these specifications, and as directed by the Engineer. Ziegler Road WideningrFechnical Specs END OF SECTION - Technical Specs. -16 consideration of possible substitute or "or equal" items. Whenever it is indicated on the Drawings or specified in the Specifications that a substitute or "or equal" item of material or equipment may be furnished or used by CONTRACTOR if acceptable to Engineer, application for such acceptance will not be considered by Engineer until after the "effective date of the Agreement". The procedure for submittal of any such application by CONTRACTOR and consideration by Engineer is set forth in the General Conditions which may be supplemented in the General Requirements. 10.0 SUBCONTRACTORS, SUPPLIERS AND OTHERS 10.1. Each Bidder shall submit at the Bid opening to OWNER a list of principal subcontractors he proposes to use in the Work. Refer to Section 00430 contained within these Documents. 10.2. If OWNER or Engineer after due investigation has reasonable objection to any proposed Subcontractor, either may, before the Notice of Award is given, request the apparent successful Bidder to submit an acceptable substitute without an increase in Bid price. If the apparent successful Bidder declines to make any substitution, OWNER may award the contract to the next lowest responsive and responsible Bidder that proposes to use acceptable subcontractors. Subcontractors, suppliers, other persons or organization listed and to.whom OWNER or Engineer does not make written objection prior to the giving .of the Notice of Award will be deemed acceptable to OWNER and ENGINEER subject to revocation of such acceptance after the effective date of the Agreement as provided in the General Conditions. 10.3. CONTRACTOR shall not be required to employ any subcontractor, supplier or other persons or organizations against whom he has reasonable objection. The use of subcontractors listed by the Bidder and accepted by OWNER prior to the Notice of Award will be required in the performance of _ the Work. 11.0 BID FORM. 11.1. A copy of the Bid Form is bound in the Contract Documents which may be retained by the Bidder. A separate unbound copy is enclosed for submission with the Bid. 11.2. Bid Forms must be complete in ink or typed. All lump sum prices on the form must be stated in words and numerals; in case of conflict, words will take precedence. Unit prices shall govern over extensions of sums. ^ 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 12/03 Section 00100 Page 4 ..d Ziegler Road Widening REVISION OF SECTION 401 & 703 PLANT MIX PAVEMENTS — GENERAL & AGGREGATES Section 401 and 703 of the Standard Specifications is hereby revised as follows: Subsection 401.02 is hereby revised to Include the following: January 8, 2004 Requests made in writing by the Contractor for changes in the job mix formula will be considered by the Engineer. A job mix formula shall be determined by the Contractor and submitted to the Engineer for approval a minimum of one week prior to the beginning of construction for each proposed change. The Contractor shall provide the Engineer with an asphalt mix design report from an independent testing laboratory acceptable to the Engineer. The report shall state the Mix properties, optimum oil content, job mix formula and recommended mixing and placing temperatures. The costs for all job mix formulas shall be the responsibility of the Contractor. If the Contractor uses more than three (3) job mix formulas for a type of plant mix pavement used, the City may charge the Contractor for testing and evaluation of the mix designs, including the costs for calibration of a. Nuclear Asphalt Oven. For Superpave Mixes, delete Table 401-2 and replace with the following: TARr.F. dal-7. Grading Test Procedure Minimum Test Result Sampling Frequency All Gradings CP L-5109 Method B 80 One per 10, 000 metric tons (10,000 tons) or fraction thereof minimum In subsection 401.02, delete the second, third, and fourth paragraphs and replace with the following: 1. A proposed plant mix pavement mix design prepared in accordance with Colorado Procedure 52(CP52-99), including a proposed job -mix gradation for each mixture required by the Contract which shall be wholly within the Master Range Table, Tables 703-3A, B, and C, before the tolerances shown in Table 401-1 are applied. The weight of lime shall be included in the total weight of the material passing the 75 mm (No. 200) sieve. The restricted zone boundaries shown for all gradings in Tables 703-3A, 703-311, and 703-3C are to be used as guidelines in mix design development. However, the job -mix gradation is not required to pass above or below the restricted zone boundaries. 2. The name of the refinery supplying the asphalt cement and the source of the anti -stripping additive. 3. A sufficient quantity of each aggregate for the Department to perform the tests specified in section 2.2.1 of CP52. In subsection 401.02 delete Table 401-1, including the footnotes, and replace with the following: LE 401-1Bitumen Content ±0.3% halt Recycling Agent ±0.2% rature of Mixture When Dischar ed from Mixer ±10°C Bituminous Pavement - Item 403 ing the 9.5 mm 0/32) and larger sieves r ±6% ing the the 4.75 mm (No. 4) and.2.36 mm (No. 8) sieves ±5% ng the 600 mm (#30) sieve ±4% ng the 75 mm (#200) sieve ±2% Ziegler Road Wideningjrechnical Specs Technical Specs. -17 Ziegler Road Widening January 8, 2004 'When 100% passing is designated, there shall be no tolerance. When 90-100% passing is designated, 90% shall be the minimum; no tolerance shall be used. Delete Subsection 401.07 and replace with the following: Plant mix pavement shall be placed only on properly prepared unfrozen surfaces which are free of water, snow, and ice. The plant mix pavement shall be placed only when both the air and surface temperatures equal or exceed the temperatures specified in Table 401-3 and the Engineer determines that the weather conditions permit the pavement to be properly placed and compacted. Table 401-3 Placement Temperature Limitations in YL Compacted Layer Minimum Surface and Air Thickness in Temperature QC (4F) min (inches) Top Layers Below Layer Top Layer <38 (1'fz) 15 (60) 10 (50) 38 (1 %z) - <75 (3) 10 (50) 5 (40) 75 3 or more 1 7 45 2 35 Note: Air temperature is taken in the shade. Surface is defined as the existing base on which. the new pavement is to be placed. If the temperature falls below the minimum air or surface temperatures, paving shall stop. -- The Contractor shall schedule the work so that no planed or recycled surface is left without resurfacing for more than 10 calendar days during the period specified in Table 401-3A, below. The Contractor shall immediately place a temporary hot bituminous pavement layer on any surface that has been planed or recycled and can not be resurfaced in accordance with the above temperature requirements within 10 calendar days after being planed or recycled. The minimum thickness of the temporary hot bituminous pavement layer shall be 50 min (2 inches). The Contractor shall perform the quality control required to assure adequate quality of the hot bituminous pavement 71 used in the temporary layer. All applicable pavement markings shall be applied to the temporary layer surface. The Contractor shall maintain the temporary layer for the entire period that it is open to traffic. Distress which affects the ride, safety, or serviceability of the temporary layer shall be immediately corrected to the satisfaction of the Engineer. The temporary hot bituminous pavement layer shall be removed when work resumes. Table No. 4013A Porinde Banuirina nverfav nt Treated Surfaces Location by Elevation Period During Which Planed or Recycled Surfaces Must be Overlaid within Ten Days All areas below and including 2100 m October 1 to March 1 7000 feet) . All areas above 2100 in (7000 feet) up to September 5 to April 1 and including 2600 in 8500 feet All areas above 2600 in (8500 feet) August 20 to May 15 Ziegler Road Wideningrrechnical Specs Technical Specs. -18 e=� Ziegler Road Widening January 8, 2004 In Subsection 401.15, delete the third and fourth paragraphs (including table) and replace with the following: The minimum temperature of the mixture when discharged from the mixer and when delivered for use shall be as shown in the following table: Asphalt Grade Minimum Mix Discharge Temperature, °C (QF)* Minimum Delivered Mix Temperature, °C (QF)** PG 58-28 135 (275) 113 (235) PG 58-22 138 (280) 113 (235) PG 64-22 143 (290) 113 (235) AC-20 Rubberized 160 (320) 138 (280) PG 76-28 160 (320) 138 (280) PG 70-28 149 (300) 138 (280) PG 64-28 149 (300) 138 (280) PG 58-34 149 (300) 138 (280) * The maximum mix discharge temperature shall not exceed the minimum discharge temperature by more than 17°C (30 (QF) . '• Delivered mix temperature shall be measured behind the paver screed. Hot -mix asphalt mixture shall be produced at the lowest temperature within the specified temperature range that produces a workable mix and provides for uniform coating of aggregates (95% minimum in accordance with AASHTO T 195), and that allows the required compaction to be achieved. Subsection 401.16 is hereby revised to include the following. The mixture shall be laid upon an approved surface, spread and struck off to provide for drainage to the side(s) of the roadway with a minimum cross slope of two percent (2%) or as directed by the Engineer. In subsection 401.17, first paragraph, delete the last two (2) sentence and replace with the following: When the mixture contains unmodified asphalt cement (PG 58-28, PG 58-22, or PG 64-22) or modified (PG 58-34), and the surface temperature fails below 850C (185 QF), no further compaction effort will be permitted unless approved. If the mixture contains modified asphalt cement (AC-20R, PG 76-28, PG 70-28, or PG 64-28) and the surface temperature falls below 1100C (230 QF), no further compaction effort will be permitted unless approved. Ziegler Road Wideningrrechnical Specs Technical Specs. -19 Ziegler Road Widening January 8, 2004 Subsection 401.17 is hereby revised to include the following: All pneumatic tire rubbers shall be equipped with rubber skirts. Rubber tire rollers shall add relief agents to the water spray systems to prevent peeling. . In subsection 703.04 delete Table 703-3 and replace with Tables 703-3A, B, and C as follows: TABLE 703-3A Master Range Table for Hot Bituminous Pavement (Grading S) Sieve Size Percent by Weight Passing Square Mesh Sieves Restricted Zone Boundary (Guideline) Minimum Maximum 37.5 torn (1'fi") 25.0 mm (1") 100 19.0 tom (3/s") 90 -100 12.5mm(%6") 9.5 mm C/r) 4.75 mm (#4) 2.36 mm (#8) 23 — 49 34.6 34.6 1.18 mm (#16) 22.3 28.3 600 mm (#30) * 16.7 20.7 300 mm (#50) 13.7 13.7 150 mm (#100) 75 mm (#200) 2-8 * These additional Form 43 Specification Screens will initially be established using values from the As Used -. Gradation shown on the Design Mix. l Ziegler Road WideningiTechnical Specs Technical Specs. - 20 r"� Ziegler Road Widening TABLE 703-3B Master Range Table for Hot Bituminous Pavement (Grading SX) January8, 2004 Sieve Size Percent by Weight Passing Square Mesh Sieves Restricted Zone Boundary (Guideline) Minimum Maximum 37.5 mm (1%6") 25.0 mm (1") 19.0 mm (3/4") 100 12.5 mm (%") 90 -100 9.5 mm (3/8-) ■ 4.75 mm (#4) 2.36 mm (#8) 28 — 58 39.1 39.1 1.18 mm (#16) 25.6. 31.6 600 mm (#30) * 19.1 23.1 300 mm (#50) 15.5 15.5 150 mm (#100) 75 mm (#200) 2 - 10 * These additional Form 43 Specification Screens will initially be established using values from the As Used Gradation shown on the Design Mix. Ziegler Road Widening(rechnical Specs Technical Specs. - 21 Ziegler Road Widening TABLE 703-3C Master Range Table for Hot Bituminous Pavement (Grading SG) January 8, 2004 Sieve Size Percent by Weight Passing Square Mesh Sieves Restricted Zone Boundary (Guideline) Minimum Maximum 37.5 mm (1'fi") 100 25.0 mm (1") 90 -100 19.0 mm (3/4") 12.5 mm ('h") 9.5 mm 4.75 mm (#4) * 39.5 39.5 2.36 mm (#8) 19 — 45 26.8 30.8 1.18 mm (#16) 18.1 24.1 600 mm (#30) * 13.6 17.6 300 mm (#50) 11.4 11.4 150 mm (#100) 75 mm (#200) 1-7 * These additional Form 43 Specification Screens will initially be established using values from the As Used Gradation shown on the Design Mix. END OF SECTION Ziegler Road Wideningrrechnical Specs Technical Specs. - 22 Ziegler Road Widening REVISION OF SECTION 403 HOT BITUMINOUS PAVEMENT January 8, 2004 Section 403 of the Standard Specifications is hereby revised as follows: Subsection 403.01 is revised to include the following: Hot Bituminous Pavement —This shall consist of constructing one or more courses of HBP Grading S & SG over existing pavement or subgrade surfaces previously prepared by the contractor or City of Fort Collins Crews. Asphalt Paver Patching- HBP Grading S &SG shall be used in locations as directed by the Engineer. This work shall consist of the placement of asphalt with a paver in small areas. Asphalt Patching— HBP Grading S & SG shall be used in locations as directed by the Engineer. These quantities will be restricted to small areas which require hand placement methods and conventional paving equipment cannot be utilized. Subsection 403.02 is revised to include the following: Laboratory Mix Design — Grading S & SG - The mix designs shall be prepared by an independent laboratory acceptable to the Engineer and shall be submitted by the Contractor to the Engineer for approval a minimum of one (1) month prior to the beginning of paving for this project. The criteria for the mix design is as follows: HBP Grading S & SG ESAL's = Ziegler Road = 2,555,000 Binder: Grading S-PG 64-28/ Grading SG- PG 64-22 Designed according to the most recent set of SUPERPAVE Specifications available. SEE TABLE 403-1 NEXT PAGE FOR DESIGN CRETERIA A request made in writing by the Contractor for changes in the job mix formula will be considered by the Engineer. The Contractor shall prepare a quality control plan outlining the steps taken to minimize segregation of HBP. This plan shall be submitted to the Engineer and approved prior to beginning the paving operations. When the Engineer determines that segregation Is unacceptable. the paving shall stop and the cause of segregation shall be corrected before paving operations will be allowed to resume Reclaimed materials will not be allowed in Hot Bituminous Pavement. A maximum of 20% reclaimed material will be allowed for HBP Grading SG. The Contractor shall construct the work such that all roadway pavement placed prior to the time paving operations end for the year, shall be completed to the full thickness required by the plans. The Contractor's Progress Schedule shall show the methods to be used to comply with this requirement. Vertical drop offs will not be allowed at the end of any days pavan& Paper Joints will be required to a taper equaling 3 times amount of drop. Paving joints shall be in the lane lines or in the center of the lane. In no case shall the pavingjbims be in the wheel path. The contractor shall submit a longitudinal ioint and pavement marldne plan 3 days prior to paving. Ziegler Road Wideningrrechnical Specs Technical Specs. - 23 Ziegler Road Widening PAVEMENT SECTION: Grading S Grading SG Aggregate Base Coarse Flyash Treated Sub Base Ziegler Road 3" 4" 6" 12" The design mix for Grading S, SX, and SG shall conform to the following: TABLE 403-1 January 8, 2004 Property Test Grading S Grading SG Grading SX Method N/A this Project Air Voids, percent at: CPL 5115 N (initial) > 11.0 > 11.0 > 11.0 N (design) 3.0 - 5.0 3.0 - 5.0 3.0 - 5.0 N maximum > 2.0 > 2.0 > 2.0 Lab Compaction (Revolutions): CPL 5115 N (initial) (a) 8 8 (a) N (design)(b) 100 100 (b) N maximum a 174 174 a Stability, minimum (a) CPL 5106 42 42 (a) for information Aggregate Retained on the 4.75 CP 45 60 60 60 min (No. 4) Sieve with at least two Mechanically Induced Fractured Faces, % minimum Accelerated Moisture CPL 5109 80 80 80 Susceptibility Tensile Strength Method B Ratio Lottman , minimum Minimum Dry Split Tensile CPL 5109 205 (30) 205 (30) 205 (30) Strength, kPa(psi) Method B Grade of Asphalt Cement PG 64-28 PG 64-22 PG 64-28 Top Layer i Grade of Asphalt Cement Layers PG 64-28 PG 64-22 PG 64-22 Below To Voids in the Mineral Aggregate CP 48 14.0 12.0 (a) VMA % minimum a Voids Filled with Asphalt (VFA) AI MS-2 65 - 75 65 - 75 (a) (a) Current CDOT Design Criteria (b) Residential 50, Collector 75, Arterial, 100 Note: AIMS-2 = Asphalt Institute Manual Series 2 Note: The current version of CPL 5115 is available from the Region Materials Engineer. Ziegler Road Widening(fechnical Specs Technical Specs. - 24 _, Ziegler Road Widening January 8, 2004 Note: Mixes with gradations having less than 40% passing the 4.75 mm (No. 4) sieve shall be approached with caution because of constructability problems. Subsection 403.03 is revised to include the following•. Regardless of the delivery temperature, the mixture shall not be placed for use on the roadway at a temperature lower than 225degree F. Emulsified Asphalt for tack coat shall be Grade CSS-1h. The tack coat shall consist of a 1:1 dilution (one (1) part emulsified asphalt to one (1) part water). The application rate for tack coat shall be approximately 0.1 gallons per square yard. The existing pavement shall be broomed and cleanedto be free of dirt, water, vegetation and other deleterious matter immediately prior to commencing the paving operation. Edges of the area to be patched shall be sawcut vertically, and perpendicular or parallel to the roadway, as directed by the Engineer. Tack coat shall be placed against clean, vertical edges on all sides of the area to be patched. Hot Bituminous Pavement Grading S and SX shall be placed in equal lifts not exceeding three (3) inches. The minimum lift thickness for Grading SX shall be one (1) inch and Grading S shall be (1 %:) inch. HBP Grading SG shall be placed in equal lifts not exceeding four (4) inches and the minimum lift thickness shall be three (3) inches. Overlaying layers of Hot Bituminous Pavement shall not be placed until the lower layer has cooled sufficiently to provide a stable material which will support the equipment without rutting, shoving or moving in any manner. Tack coat shall be placed between all lifts. NOTE: Any leveling courses placed shall be paid for at the contract unit price for Hot Bituminous Pavement. Subsection 403.04 shall include the following: Hot Bituminous Pavement Grading SX, SG, and S, will be measured by the ton and paid for at the Contract Unit Price for Asphalt Patching and Hot Bituminous Pavement. Pavement cutting, excavation, subgrade preparation, haul and disposal, bituminous materials, aggregate, asphalt cement, asphalt recycling agent, additives, hydrated lime, and all other work necessary to complete each hot bituminous pavement item will not be paid for separately but shall be included in the unit price bid. Load slips shall be consecutively numbered for each day and shall include batch time. Subsection 403.05 is revised to include the following Payment will be made under. Pay Item and Pay Unit The pay unit is denoted by (). 403-01 Hot Bituminous Pavement — Grading S -(3" Depth) - (PG-64-28) - (TON) Ziegler Road Widening/Technical Specs Technical Specs. - 25 Ziegler Road Widening 403-02 Hot Bituminous Pavement — Grading S -(2" Depth)- ( PG 64-28) - (TON) 403-03 Hot Bituminous Pavement — Grading SG - (4" Depth) - (PG 64-22) - (TON) 403-04 Asphalt Paver Patching — Grading S - (3" Depth) — (PG-64-28) - (TON) 403-05 Asphalt Paver Patching — Grading SG - (4" Depth) — (PG 64-22) - (TON) 403-06 Asphalt Patching - Grading SG- (4" Depth) - (PG-64-22) - TON 403-07 Asphalt Patching- Grading S- (3" Depth) - (PF-64-28) - TON January 8, 2004 — The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in Hot Bituminous Pavement and Asphalt Patching, including pavement cutting, excavation, subgrade preparation, haul and disposal, compaction, rolling, surface preparation, and bituminous materials, sweeping curb and gutter of any bituminous rocks, complete in - place, as shown on these plans, as specified in these specifications, and as directed by the Engineer. END OF SECTION. E Ziegler Road Widening/Technical Specs _ Technical Specs. - 26 signed by a partner, his title must appear under his signature and the official address of the partnership must be shown below the signature. 11.5. Bids by joint venture shall be signed by each participant in the joint venture or by an authorized agent of each participant. The full name of each person or company interested in the Bid shall be listed on the Bid Form.. 11.6. The Bid shall contain an acknowledgement of receipt of all Addenda (the numbers of which must be filled in on the Bid Form). 11.7. No alterations in Bids, or in the printed forms therefore, by erasures, interpolations, or otherwise will be acceptable unless each such alteration is signed or initialed by the Bidder; if initialed, OWNER may require the Bidder to identify any alteration so initialed. 11.8. The address and telephone number for communications regarding the Bid shall be shown. 12.0 BID PRICING. Bids must be priced as set forth in the Bid Schedule or Schedules. 13.0 SUBMISSION OF BIDS. 13.1. Bids shall be submitted at the time and place indicated in the Invitation to Bid and shall be enclosed in an opaque sealed envelope marked with the Project title, Bid No., and name and address of the Bidder and accompanied by the Bid Security, Bid Form, Bid Bond, Statement of Bidders Qualifications, and Schedule of Subcontractors as required in Section 00430. If the Bid is sent through the mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope with the notation "BID ENCLOSED" on the face of it. 13.2. Bids shall be deposited at the designated location prior to the time and date for receipt of Bids indicated in the Invitation to Bid, or any extension thereof made by addendum. Bids received after the time and date for receipt of Bids will be returned unopened. Bidder shall assume full responsibility for timely delivery at the location designated for receipt of Bids. 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 12/03 Section 00100 Page 5 Ziegler Road Widening REVISION OF SECTION 506 RIPRAP January 8, 2004 Section 506 of the Standard Specifications is hereby revised as follows: Subsection 506.01 is revised to include the following: This work consists of the construction of riprap sections with riprap, Type II bedding and covered with topsoil in accordance with these specifications and in conformity with the lines and grades shown on the plans or established. Subsection 506.02 is revised to include the following. Color of buried riprap shall be approved by the Engineer. Exposed riprap shall be gray to blue gray in color or as approved by the Engineer. Rock used for riprap shall be hard, durable, angular in shape and free from cracks, over -burden, shale and organic matter. Thin, slab type stones, rounded stones and flaking rock shall not be used. Removed concrete shall not be used for riprap without specific written approval by the Engineer. Service records of the proposed material will beconsidered by the Engineer in determining the acceptability of the rock. Neither breadth nor thickness of a single stone shall be less than one-third (1/3) its length. Bedding material shall conform to the specification for Type II Filter material as per the City of Fort Collins Storm Drainage Design Criteria and Construction Standards (Table 12-3) or CDOT Class A filter material (Section 703.09). Subsection 506.03 is revised to include the following: Wherever possible, the excavation for the riprap sections shall be undisturbed material, or where this is not possible, the underlying materials shall be compacted to 95% of maximum density as determined by ASTM D 698. The bottom of the excavation shall have a uniform slope, be reasonably smooth, free from mounds and windows and free of debris prior to placing the filter material. Bedding material shall be placed on top of the subgrade material prior to riprap installation at all locations of riprap sections shown on the plans. The layer shall be shaped to provide the minimum thickness of bedding material as shown on the details of the plans. Riprap material shall be placed immediately after the bedding material is placed and in a manner to provide a well -graded mass of stone with minimum voids. Riprap may be machine -placed with sufficient handwork to minimize disturbance of the bedding material layer. This material shall be placed to the required thickness and grade shown on the details of the plans. Topsoil material shall be used to backfill and bury the entire riprap bed area and compacted to insure thorough settling of the topsoil within the rock voids. The top three inches (Y) of the topsoil shall be loosely placed. This material shall be placed to the required thickness as shown on the details of the plans. The contractor shall utilize, when appropriate, existing topsoil on site. Ziegler Road Widening/Technical Specs Technical Specs. - 27 Ziegler Road Widening January8,1.004 — Subsection 506.04 is revised to include the following: Riprap sections specified in the plans will be paid for at the contract unit price per Lump Sum. The unit price bid shall include all costs associated with installation of the bedding material, riprap and topsoil including excavating for the placement of these materials, all materials, delivery, stockpiling and handling of the riprap. Subsection 506.05 is revised to include the following: Payment will be made under: Pay Item and Pay Unit The pay unit is denoted by (). 506-01 10'x6' x 2' Type D-50 Rip -Rap, 6" Topsoil (CIP Per Detail) — (LS) The above prices and payment shall include full compensation for furnishing all labor, materials, tools, _ equipment, and incidentals, and for doing all the work involved in excavating, placing riprap, bedding and topsoil, complete-in-placg, including haul and stockpile of materials, handling of the riprap and finish grading of the surface as shown on the plans, as specified in these specifications, and as directed by the Engineer. Ziegler Road Widening(Technical Specs END OF SECTION Technical Specs. - 28 Ziegler Road Widening REVISION OF SECTION 603 CULVERTS AND SEWERS Section 603 of the Standard Specifications is hereby revised as follows: Subsection 603.01 is revised to include the following: Januaryg,2004 This work shall consist of the construction and reconstruction of reinforced concrete pipe, pipe encasement, pipe connections, and joint encasement in accordance with the plans, specifications, and the City of Fort Collins Storm Drainage Design Criteria and Construction Standards. It shall be the Contractor's responsibility to purchase and familiarize themselves with these specifications. The Contractor shall include in the Work all the necessary items to complete the Work including but not limited to excavation, bedding, backfill, and compaction. Subsection 603.02 is revised to include the following: 14" x23" HERCP - This work shall include the installation of a storm sewer crossing north of Rock Creek. Two (2) lanes of traffic will be maintained at all times. All acceptable material excavated will be used on site as embankment material unsuitable material shall be hauled off site. The trench will be flow filled to the bottom of asphalt pavement level. This item includes the excavation for, and placement of, the 14" x 23" HERCP and the hauling off site of excavated material. The detour road necessary to complete this work shall be paid for separately under the line item in section 203. The flowable fill will be paid for under the line item included in this project. This item shall be measured in the field and paid for by the lineal foot. 30" PIP Irrigation Pipe - This work shall be installed to the specifications of the City of Fort Collins Storm Drainage Criteria and Constructions Standards, using the unstable sub -grade bedding detail. A pipe laser WILL be used for this installation. The maximum allowable joint deflection will be 0.02 per joint. Ali soil preparation, excavation, bedding, backfill and compaction shall be considered incidental to the work and not be paid for separately. This Item will be measured in the field and paid for by the lineal foot. - Modify Siphon Structure -This work shall include demolition of the of the existing concrete siphon box north of Rock Creek to the elevation of the new thirty inch pipe to be installed with this project. The structure will be reformed around the thirty inch (30") pipe and all four (4) sides brought back to the siphon structures original condition. Price shall include saw cut, demolition, labor, materials, backfill, excavation, and installation of the existing grate. This item shall be paid for as a lump sum. The accepted quantities will be paid for at the contract unit price. Payment will be made under. Pay Item and Pay Unit The pay unit is denoted by (). 603-01 24" RCP Class 1]] — (LF) 603-02 24" RCP Class III FES with Grate — (EA) 603-03 19"x30" HERCP — (LF) Ziegler Road Wideningrrechnicmi specs Technical Specs - 29 Ziegler Road Widening Jenuary3,2004 603-04 14"x23" HERCP — (LF) 603-05 Concrete Joint Encasement — (EA) 603-06 30" PIP Irrigation Pipe — (LF) ^ 603-07 Tie Into Existing 42" Storm Sewer Line ( For 14"x23" HERCP) — (EA) 603-08 4" PVC Schedule 200Irrigation Sleeving— (LF) 603-09 Modify Siphon Structure — (IS) 603-10 Grout Seal Around Concrete Ditch Line at 19"x30" HERCP — (EA) .603-11 Irrigation Release 2"/ Riser/ Tee — (EA) ^ The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all Work involved in installing pipe and encasing joints, complete in - place, as shown on the plans, as specified in these specifications, and as directed by the Engineer. Concrete and/or Asphalt patching will be paid for separately under the appropriate item. END OF SECTION ^ Ziegler Road Wideningrrechnical specs Technical Specs - 30 Ziegler Road Widening REVISION OF SECTION 604 MANHOLES, INLETS, AND METER VAULTS Section 604 of the Standard Specifications is hereby revised as follows: Subsection 604.01 is revised to include the following: January 9,2004 This work shall consist of the construction of manholes, CDOT Type 'R' inlets, area inlets, and providing and maintaining erosion control, in accordance with the plans, specifications, and the City of Fort Collins Storm Drainage Design Criteria and Construction Standards. It shall be the Contractor's responsibility to purchase and familiarize themselves with these specifications. The Contractor shall include the cost of excavation, backfill, compaction, and installation and maintenance of erosion control into each item listed in this section. The Contractor shall clean all sediment caught in the storm sewer system due to this project The frequency of the cleaning shall be at the direction of the Engineer. The Contractor will not be allowed to flush the pipes with water. All Erosion Control Devices, Materials, and Techniques required to prevent damage to the storm water facilities as outlined in the City of Fort Collins Standards will be considered incidental to the work, and shall be included in the price. No measurement for payment shall be made for maintenance of Erosion Control devices. Tie Into Irrigation Structure- This work shall consist of coring, jack hammering, the materials, excavation, labor and backfill necessary to tie into the existing irrigation structure. This item wilt be paid under Tie into Irrigation Structure — (EA). Subsection 604.02 is revised to include the following: Proportioning shall conform to the requirements for Class B concrete as described in Section 601. Subsection 604.08 is revised to include the following: The accepted quantities will be paid for at the contract unit price. Payment will be made under. Pay Item and Pay Unit The pay unit is denoted by (). 604-01 5' Type R=Inlet — (EA) 604-02 15' Type R-Inlet — (EA) 604-03 6' Manhole — (EA) 604-04 Tie into Irrigation Structure — (EA) The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in constructing inlets, constructing manholes, and installing and maintaining erosion control, complete -in -place, as specified in these specifications, and as directed by the Engineer. Ziegler Road Wideningrrechnicalspecs END OF SECTION Technical Specs - 31 Ziegler Road Widening January8,2004 REVISION OF SECTION 608 SIDEWALKS AND DECORATIVE CROSSWALKS Section 608 of the Standard Specifications is hereby revised for this project as follows: Subsection 608.01 is revised to include the following: This work shall consist of the construction of concrete sidewalks, pedestrian access ramps, driveways, crosspans, exposed aggregate median Hardscaping, and drive approaches, in accordance with the plans and specifications. Required saw cutting will be incidental to the work and will not be measured or paid for separately. The use of aggregate base material for fine grading or over excavated areas will not be paid for separately. Subsection 608.02 is revised to include the following. Proportioning shall conform to the requirements for Class "W concrete as described in Section 601 with the exception the minimum 28 day compressive strength shall be 3500 psi. The Contractor shall also. submit a mix design for High Early Concrete. This mix shall have a minimum 24- hour compressive strength of 3000 psi and a minimum 28-day compressive strength of 3500 psi. It shall include supplying, placing, curing and texturing the high early concrete. The price shall apply to'all Sections including Section 412, 608 and 610. Payment for extra cost of using high early concrete will be paid for by the cubic yard for the incremental increase in costs and will be paid only when the Engineer requires use of high early. ^ Non -Shrink backfill — also called Flowable Fill or Unshrinkable Fill — shall be a Portland Cement Concrete Mix. The cement shall conform to the Standard Specifications for Portland Cement, ASTM C 150-85, Type I/I1. The minimum 24-hour strength shall be 10-psi and the maximum 28 day strength, 60 psi. The maximum aggregate size shall be one inch (1"). The minimum slump shall be six inches (6") and the maximum, eight inches (8"). The non - shrink backfill shall be consolidated with a mechanical vibrator. Payment of using flowfill will be paid for by the cubic yard and only when used as required by the Engineer. _ Subsection 608.04 is revised to include the following. Exposed Aggregate Concrete: The exposed Aggregate Concrete shall be Class "EA" concrete integrally colored with 11/2 lbs. of Davis Color No. 5237 " San Diego Buff" per sack of cement. The surface of the exposed Aggregate Concrete shall be sealed and protected from drying by applying Davis W-1000 Clear Cure and seal, or approved equal. " San Diego Buff" shall be used for all exposed aggregate concrete in the median. Pedestrian Refuge Islands — will consist of hand forming and placing concrete for the crosswalk area and outflow curb and gutter including the curb head for the island nose and median. The refuge island shall be _ constructed after the straight sections of median outflow curb and gutter.are placed on each side of the median. The crosswalk area shall be 6" thick. All labor, materials, equipment and incidentals required to construct this item including the crosswalk, gutter portion and curb heads, complete4n-place, shall be included in the unit price. This item will bemeasured in the field, and will be paid for by the square foot (SF). The median hardscape/splash block and the refuge island nose hardscaping will be exposed agpvgiate concrde and will be paid for at the coalmd unit price for Exposed Aggregate Concrete. Ziegler Road Wideningrrechnicslspecs Technical Specs - 32 Ziegler Road Widening Subsection 608.05 is revised to include the following: January8,2004 The Concrete Driveway (6"), Sidewalk (6"), Access Ramps w/Landings (8"), Drive Approach (6") and Concrete Crosspan/Apron (9 1/2") items will be measured by the square foot of finished flatwork. The price for the Access Ramps (8") shall include the colored landing area. Ramp area shall be measured from the back of the curb to the back of the walk from point of curb return to point of curb return. Subsection 608.06 is revised to include the following. The accepted quantities will be paid for at the contract unit price. Payment will be made under. Pay Item and Pay Unit The pay unit is denoted by (). 608-01 Concrete Sidewalk (6") — (SF) 608-02 Concrete Access.Ramps with colored landings (8") — (SF 608-03 Concrete Crosspan and Apron (91/2") — (SF) 608-04 Hi -Early Concrete (24hr) — (CY) 608-05 Flowable Fill Concrete — (CY) 608-06 Exposed Aggregate Median Hardscaping ( 4 ")- ( SF) 608-07 Pedestrian Refuge Island (6") - (SF) The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all work involved in constructing concrete sidewalks, miscellaneous flatwork, access ramps, drive approaches, and driveways, complete -in -place, including haul, concrete materials, finishing the surface, saw cutting joints, curing, placing dowels, and sealing joints as shown on the plans, as specified in these specifications, and as directed by the Engineer. Ziegler Road Wideningrrechnicni specs END OF SECTION Technical Specs - 33 Ziegler Road Widening REVISION OF SECTION 609 CURB AND GUTTER Section 609 of the Standard Specifications is hereby revised as follows: January g,2004 Subsection 609.01 is revised to include the following: This work shall consist of the construction of cast in place vertical 6" curb and gutter, 6" outfall curb and gutter (I-ft pan), and concrete lined irrigation ditch accordance with the details and these specifications. The unit price bid per linear foot of curb and gutter, no sidewalk, includes construction of curb and gutter sections, complete and in place, measured along the flow line. Removal of curb and gutter is not included in this ^ section, but will be measured and paid separately as described in Section 202. It is the Contractors responsibility to adequatelyproteet their Work From dama fie by weather vandalism. or other causes until such time as it is accepted by the QM. If traffic control devices are used to protect the work, they shall not be paid for separately, but shall be included in the work. Subsection 609.02 is revised to include the following: Proportioning shall conform to the requirements for Class "B" concrete as described in Section 601 with the ^ exception the minimum 28 day compressive strength shall be 3500 psi. Concrete Irrigaton Ditch ( Per Detail ) - This work shall include sub -grade prep and blue top grades, compaction, backfill, material and labor to construct the concrete ditch to plan detail. This item shall be measured in the field and paid for by the lineal foot. Subsection 609.07 is revised to include the following: The accepted quantity of curb and gutter will be paid for at the contract unit price per linear foot. Payment will be made under: Pay Item and Pay Unit The pay unit is denoted by (). 609-01 Vertical Curb & Gutter (30") — (LF) 609-02 Outfall Curb & Gutter (18") — (I-F) 609-03 Thermal Blankets for Concrete Irrigation Ditch Placement — (LF) 609-04 Concrete Irrigation Ditch ( Per Detail) — (LF) 609-05 Driveway Curb Cuts (25' Width) — (EA) 609-06 R&R Vertical Curb and Gutter — (LF) 609-07 R&R Concrete Sidewalk— (SF) The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all work involved in constructing vertical curb and gutter, variable height curb and gutter, concrete median curb, complete -in -place, including haul, concrete materials, finishing the surface, saw cutting joints, curing, placing dowels, and sealing joints as shown on the plans, as specified in these specifications, and as directed by the Engineer. END OF SECTION Ziegler Road Widening/rechnicsl specs Technical Specs - 34 Ziegler Road Widening REVISION OF SECTION 630 TRAFFIC CONTROL DEVICES Section 630 of the Standard Specifications is hereby revised as follows: Subsection 630.01 shall be revised as follows: January8,2004 This work shall consist of furnishing, installing, moving, maintaining and removing temporary traffic signs, advance warning arrows panels, barricades, channeling devices, and delineators as required by the latest revision of the "Manual on Uniform Traffic Control Devices for Streets and Highways" (MUTCD), the most recent version of the City of Fort Collins' "Work Area Traffic Control Handbook" and the City of Fort Collins' "Design Criteria and Standards for Streets, Subsection 1.4, "Barricades, Warning Signs, Signal Lights". This work includes use of the above devices to channelize or direct traffic away from the work zone, but does not include work zone protection. It is the Contractor's responsibility to protect his work zone and to protect Pedestrians and Bicyclists from potential hazards arising from his work until such time as the work has been completed and can be opened to traffic. Traffic Control Devices shall be measured and paid for under this section based upon a lump sum pay item. In the event of a conflict between the MUTCD criteria and the City's criteria, the City's criteria shall govern. Traffic control devices shall be placed and/or stored in the City right-of-way in such a manner that minimizes the hazards to pedestrians, bicyclists and vehicles. Proper placement and storage of traffic control devices will be subject to the Engineer's discretion. Traffic control devices shall be removed from the site immediately upon completion of the Work, but not before the concrete has cured sufficiently to allow vehicular traffic to use it. Two (2) Message Boards- This work shall consist of two mobilizations of a pair of message boards to be used for a maximum total of seven (7) days on this project. This item shall be paid on a daily basis under the line . item Two (2) Message Boards — Day. Flagging- This work shall consist of the estimated hours of flagging necessary to complete this project. All of the materials and equipment necessary to complete this work shall be considered incidental to the work and not be paid for separately. This item shall be paid for by the hour. The hours of flagging shall be presented by the contractor with the weekly quantities and agreed upon with the engineer. This work shall be paid for under the line item Flagging — (HR). Subsection 630.02 shall include the following: All traffic control devices placed for this project must meet or exceed the minimum standards set forth in the, City of Fort Collins Work Area Traffic Control Handbook. All traffic control devices shall be clean and in good operating condition when delivered and shall be maintained in that manner on a daily basis: All traffic control devices shall be clearly marked and free of crossed out information or any other form of defacement that detracts from the purpose for which they are intended (i.e. crossed out information, information written in long -hand style, etc.) Additionally, any sign blank with sign faces on both sides must have the back sign face covered when in use to avoid confusion to motorists traveling in the opposite direction and other potentially affected parties, such as residents affected by any information the sign may present. Subsection 630.05, the second paragraph shall include the following: Ziegler Road Widening/Technicnispecs Technical Specs - 35 Ziegler Road Widening January 8,2004 The reflective material shall be AP1000 Polyester (Reflexite Corporation), 3M Type III or Transparent (Reflexite Corporation). Vinyl material is not acceptable unless its brightness is equivalent to or greater than the types named as approved by the Engineer. Subsection 630.08 shall be revised as follows: Tra c control on this projed is the responsibility of the Contractor For this project, a Traffic Control Plan shall be prepared. The Traffic Control Plan shall be submitted for approval to the Traffic Division by 12:00 noon, two weeks prior to the commencement of work. Facsimiles of plans shall not be allowed. No phase of the construction shall start until the Traffic Control Plan has been approved. Failure to have an approved Traffic Control Plan shall constitute cause for the City to stop work, as well as the Contractor's forfeiture of payment for all work and materials at that location, with no adjustment in the contract time. The Traffic Control Plan shall include, as a minimum, the following: (1) A detailed diagram which shows the location of all sign placements, including advance construction signs (if not previously approved), fines doubled for speeding signs and speed limit signs; method, length and time duration for lane closures, and location of flag persons. (2) A tabulation of all traffic control devices shown on the detailed diagram including, but not limited to: construction signs; vertical panel; vertical panel with light; Type I, Type II, and Type III barricades; cones; drum channeling devices; advance warning flashing or sequencing arrow panel. Certain traffic control devices may be used for more than one operation or phase. However, all devices required for any particular phase must be detailed and tabulated for each phase. (3) Number of flaggers to be used. (4) Parking Restrictions to be in affect. Approval of the proposed method of handling traffic is intended to indicate minimum devices needed to ^ control traffic. Such approval does not relieve the Contractor of liability specifically assigned to him under this contract. Parking Restrictions shall be clearly shown on the Traffic Control Plan, including the location and quantity of ^ "NO PARKING" signs, the date to be placed, and the date to be removed. Failure to have an approved Traffic Control Plan, including the Parking Restriction information listed above shall constitute cause for the City to stop work, as well as the Contractor's forfeiture of payment for all work and materials at that location, with no adjustment in the contract time. Subsection 630.09 shall be revised as follows: Traffic Control Management shall be performed by a Traffic Control Supervisor (TCS). The TCS(s) shall possess a valid Driver's License, a current American Traffic Safety Services Association (ATSSA) certification as a Worksite Traffic Control Supervisor or Colorado Contractor's Association (CCA) certification as a Traffic Control Supervisor. (Proof of certification shall be presented to the City Traffic Control Manager, and Ziegler Road Widening/Technical specs Technical Specs - 36 place where Bids are to be submitted at any time prior to the opening of ^ Bids. 14.2. Bids may also be modified or withdrawn in person by the Bidder or an authorized representative provided he can prove his identity and authority ... at any time prior to the opening of Bids. 14.3. Withdrawn Bids may be resubmitted up to the time designated for the receipt of Bids provided that they are then fully in conformance with these ^ Instructions to Bidders. 15.0 OPENINGS OF BIDS. Bids will be opened and (unless obviously non -responsive) read aloud publicly as indicated in the Invitation to Bid. An abstract of the amounts of the Base Bids and major alternates (if any) will be made available after the opening of Bids. 16.0 BIDS TO REMAIN OPEN SUBJECT TO ACCEPTANCE. ^ All Bids shall remain open for forty-five (45) days after the day of the Bid Opening, but OWNER may, in his sole discretion, release any Bid and return the Bid Security prior to that date. 17.0 AWARD OF CONTRACT. ^ 17.1. OWNER reserves the right to reject any and all Bids, to waive any and all informalities not involving price, time or changes in the Work, to negotiate contract terms with the Successful Bidder, and the right to disregard all nonconforming, nonresponsive, unbalanced or conditional Bids. Also, OWNER reserves the right to reject the Bid of any Bidder if OWNER believes that it would not be in the best interest of the Project to make an award to that Bidder, whether because the Bid is not responsive or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by OWNER. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. 17.2. In evaluating Bids, OWNER will consider the qualifications of the Bidders, whether or not the Bids comply with the prescribed requirements, and such alternates, unit prices and other data, as may be requested in the Bid Form or prior to the Notice of Award. 17.3. OWNER may consider the qualification and experience of Subcontractors, Suppliers, and other pqrsons 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. 12/03 Section 00100 Page 6 Ziegler Road Widening January 8,2004 when requested by a City representative, for each TCS utilized on this project.) One TCS shall be designated as the Lead TCS. The Lead TCS shall have a minimum of one-year experience as a certified TCS. The Lead TCS shall be on site at all times during the construction. Qualifications shall be submitted to the Engineer for approval a minimum of one week prior to commencement of the work. The Lead TCS shall be equipped with a cellular phone. The cost of this phone shall be incidental to the work. The Lead TCS cellular phone number will be made available to the Engineer, Inspector, and the General Contractor It is the intent of the specifications that the Lead TCS be the same person throughout the project. If the Lead TCS Is to be replaced during the project, the Engineer shall be given a minimum of one (1) weeks notice and qualifications shall be submitted for approval of the Lead TCS replacement. Payment for the TCS shall be included in the lump sum pay item. The TCS's duties shall include, but not be limited to: (1) Preparing, revising and submitting Traffic Control Plans as required. (2) Direct supervision of project flaggers. (3) Coordinating all traffic control related operations, including those of the Subcontractors, City Streets Department, and suppliers. (4) Coordinating project activities with appropriate police and fire control agencies, Transfort, school districts and other affected agencies and parties prior to construction. (5) Maintaining a nroiect traffic control diary which shall become part of the Cftv's project records (6) Inspecting traffic control devices on every calendar day for the duration of the project. (7) Insuring that traffic control devices are functioning as required. (8) Overseeing all requirements covered by the plans and specifications, which contribute to the convenience, safety and orderly movement of traffic. (9) Flagging. (10) Setting up and maintaining traffic control devices. (11) Attending weekly progress meetings as requested by the Engineer and/or Contractor. Traffic control management shall be maintained on a 24-hour per day basis. The Contractor shall make arrangements so that the Traffic Control Supervisor or their approved representative will be available on every working day, "on call" at all times and available upon the Engineer's request at other than normal working hours. Ziegler Road Widening/Technical specs Technical Specs - 37 Ziegler Road Widening January 9,2004 All traffic control devices shall be placed under the supervision of a Traffic Control Supervisor. The Traffic Control Supervisor shall have up to date copies of the City of Fort Collins' "Work Area Traffic Control Handbook", and Part VI of the MUTCD, pertaining to traffic controls for street and highway construction, available at all times. Subsection 630.13 shall be revised as follows: The Contractor shall supply and pay all costs associated with the traffic control for this project. The accepted quantities will be paid for at the contract unit price for each of the pay items listed below: Payment will be made under: Pay Item and Pay Unit The pay unit is denoted by (). 630-01 Message boards — (LS) 630-02 Flagging — (HR) 630-03 Traffic Control — (LS) The flaggers shall be provided with electronic communication devices when required. These devices will not be measured and paid for separately, but shall be included in the Work. The cost of batteries, electricity and/or fuel for all lighting or warning devices shall not be paid for separately but shall be considered subsidiary to the item and shall be included in the Work. Sandbags will not be measured and paid for separately, but shall be included in the Work. The Contractor may provide larger construction traffic signs than those typically used in accordance with the MUTCD, if approved; however, no additional payment will be made for the larger signs. The City shall not be responsible for any losses or damage due to theft or vandalism. SPECIAL CONDITIONS FOR WORK ON ARTERIALS AND COLLECTORS NOTE: Cross street traffic shall be maintained at all times unless authorized by the Engineer in writing. SPECIAL CONDITIONS FOR WORK ON RESIDENTIAL STREETS NOTE: Full closures on all residential streets shall be allowed as shown on the traffic control plans oniv it aaaroved by the City Traffic Division. Ziegler Road Wideningrrechniml specs END OF SECTION Technical Specs - 38 z O Q U U. U W z O 1- U OC F-- z O U FORT COLLINS - LOVELAND WATER DISTRICT APRIL 1995 I TABLE OF CONTENTS SLTN04ARY OF WORK GENERAL 1.1 Scope 01010-1 1.2 Specifications 01010-1 1.3 Coordination With the District 01010-3 1.4 Work Sequence 01010-3 1.5 Notifications 01010-3 1.6 Safety and Protection 01010-4 . 1.7 Special Requirements 01010-4 MATERIALS. EQUIPMENT AND WORKMANSHIP GENERAL 1.1 Materials and Equipment 01600-1 1.2 Workmanship 01600-2 DISINFECTION OF WATER LINES GENERAL 1.1 Description 01656-1 1.2 Product Delivery, Storage and Haadling 01656-1 PRODUCTS 2.1 Materials 01656-1 f r►:� KrT - ri�i5. 3.1 General 01656-1 3.2 Preliminary Flushing. 01656-2 3.3 Methods 01656-2 3.4 Final Flushing 01656-4 3.5 Bacteriological -Tests 01656-4 3.6 . Repetition of Procedure 01656-4 TESTING PIPING SYSTEM 1.1 Description 01666-1 1.2 Pressure Test 01666-1 1.3 Passing SITE CLEANUP 01666-3 GENERAL 1.1 Description 01710-1 1.2. Execution 01710-1 1.3 Disposal 01710-1 PROJECT RECORD DRAWINGS �. GENERAL 1.1 Recording of Drawings 01720-1 1.2 Maintenance of Project Record Drawings 01720-1 1.3 Submission 01720-2 TRENCHING BACKFILLING AND COMPACTING GENERAL. 1.1 Description 02221-1 1.2 Quality Assurance 02221-1 113 Job Conditions 02221-1 1.4 Maintenance and Correction 02221-3 MATERIALS. 2.1 Stablization Material 02221-4 -- 2.2 Bedding Materials 0222114 2.3 Trench Backfill Material 02221-5 EXECUTION 3.1 Preparation 02221-5 3.2 Trenching 02221-6 ii 3.3 Pipe Bedding 02221-7 3.4 Backfilling and Compaction 02221-8 3.5 Field Quality Control 02221-9 PIPE BORING AND JACKING GENERAL 1.1 Description 02224-1 1.2 Quality Assurances 02224-1 PRODUCTS 2.1 Casing Pipe - Smooth Steel 02224-1 2.2 Accessories 02224-2 EXECUTION 3.1 Casing Installation 02224-3 3.2 Carrier Pipe Installation 02224-3 PAVEMENT REPAIR AND RESURFACING GENERAL 1.1 Description 02575-1 MATERIALS 2.1 Aggregate, Asphalt and Concrete. 02575-1 EXECUTION 3.1 Manhole Frames and Valve Boxes 02575-1 3.2 Asphalt and Concrete, Base and Gravel Surfaces 02575-1 3.3 Concrete Surfacing 02575-2 3.4 Field Quality Control 02575-2 DUCTILE IRON PIP GENERAL I.1 . Description 02615-1 1.2 Product Delivery, Storage and Handling 02615-1 iii PRODUCTS . 2.1 Ductile Iron Pipe 02615-1 2.2 Fittings and Couplings 02615-2 2.3 Joints 02615-2 2.4 Pipe Lining - 02615-2 2.5 Pipe Coating 02615-3 2.6 Accessories 02615-3 EXECUTION 3.1 Installation 02615-3 3.2 Joint Installation 02615-4 PLASTIC PRESSURE PIPE GENERAL 1.1 Description 02622-1 1.2 Product Delivery, Storage and Handling 02622-1 PRODUCTS _ 2.1 Plastic Pressure Pipe 02622-2 2.2 Fittings 02622-2 _ EXECUTION 3:1 Installation 02622-2 3.2 Joint Installation 02622-3 VALVES GENERAL 1.1 Description 02641-1 - 1.2 Product Delivery, Storage and Handling 02641-1 PRODUCTS 2.1 General 02641-1 iv 2.2 Gate Valves 02641-1 2.3 Butterfly Valves 02641-1 2.4 Valve Boxes 02641-2 2.5 Air ReliefWacuum Relief Valves 02641-2 2.6 Check Valves 02641-4 EXECUTION 3.1 Installation 02641-4 3.2 Air Relief/Vacuum Relief Valves 02641-5 FIRE HYDRANTS GENERAL 1.1 Description 02644-1 1.2 Product Delivery, Storage and Handling 02644-1 PRODUCTS . 2.1 General 02644-1 2.2 Materials and Construction 02644-1 2.3 Hydrant Gravel 02644-2 EXECUTION 3.1 Installation 02644-2 3.2 Operation 02644-3 SERVICE LINES METERS AND APPURTENANCES GENERAL 1.1 Description 02646-1 1.2 Product Delivery, Storage and Handling 02646-1 1.3 Installation of Service Taps 02646-1 1.4 Maintenance and Correction 02646-2 1.5 Meter Setters 02646-2 1.6 Meter Pits 02646-3 PRODUCTS 2.1 Tapping Saddles 02646-4 2.2 Corporation Stops 02646-4 01 2.3 Copper Service Lines 2.4 Couplings 2.5 Curb Stops 2.6 Valve Boxes and Curb Stops 2.7 Meters 2.8 Strainers 2.9 Meter Setters 2.10 Meter Pits 3.1 General 3.2 Corporation Stops 3.3; Service Lines 3.4 Curb Stops 3.5 Meter Pits 3.6 Interior Meter Settings 3.7 Inspection' WATER DISTRIBUTION _SYSTEM L Cjz1zjm 1.1 Description 1.2 Quality Assurance 1.3 Product Delivery, Storage and Handling 1.4 Job Conditions PRODUCTS 2.1 Pipe 2:2 Valves 2.3- Hydrants 2.4 Service Lines, Meters and Appurtenances EXECUTION 3.1 Inspection 3.2 Preparation 3.3 Pipe Installation 3.4 Thrust Restraint 3.5 Installations ofPipeline Appurtenances 3.6 Protection of Metal Surfaces A 02646-5 02646-5 02646-5 02646-6 02646-6 02646-7 02646-7 02646-7 02646-8 02646-8 02646-9 02646-9 02646-9 02646-10 02646-11 02713-1 027134 02713-1 02713-1 02713-2 02713-2 02713-2 02713-2 02713-2 02713-3 02713-3 02713-4 02713-5 02713-6 City of Fort Collins Administrative Services Purchasing Division CITY OF FORT COLLINS ADDENDUM No. 1 BID #5834 ZIEGLER ROAD WIDENING PROJECT SPECIFICATIONS AND CONTRACT DOCUMENTS Description of Bid #5834 Ziegler Road Widening Project OPENING DATE: February 10, 2004, 3:00p.m. (Our Clock) To all prospective bidders under the specifications and contract documents described above, the following changes are hereby made. I. There is a modified bid schedule for this job attached to this addendum. This modified bid schedule highlights the line items that will be completed by Aden Inc. for the Hewlett Packard company with this job. Aden Inc. Shall be a Sub of the General Contractor. This bid schedule also corrects some minor typing errors that were on the previous bid schedule. II. In our Technical Specifications on page 2, the Removal Asphalt Pavement (0" — 2" Depth), has the following added to the description: This operation shall be completed separate to the full milling. The 2" removal area shall be used for traffic until the bottom lift has been placed for the full road. To clarify... The millings will be the property of the Contractor. III. To clarify from the pre bid, Muck Excavation (Complete In Place) shall be completed with Structural fill class 1 or 2 or an acceptable material approved by the engineer. IV. To clarify from the pre bid, unsuitable Sub -Grade is classified as failures in the roadway or concrete sub -grade (known as soft spots) as areas as directed by the engineer. Material can be Class 5 or 6 Aggregate Road Base or an acceptable material approved by the engineer. V. To clarify from the pre bid, Hi -Early Concrete (24 Hours) line item is ONLY for the cost of the concrete additives. If you have any questions please contact John Stephen, CPPO, Senior Buyer, at 970-221-6777. RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN RECEIVED. 215 North Mason Street - 2nd Floor - P.O. Box 580 - Fort Collins, CO 80522-0580 - (970) 221-6775 - FAX (970) 221-6707 17:4. OWNER may conduct such investigations as OWNER deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications and financial ability of the Bidder's proposed Subcontractors, Suppliers and other persons and organizations to do the Work in accordance with the Contract Documents to OWNER's satisfaction within the prescribed time. 17.5. If the Contract is to be awarded, it will be awarded -to the lowest responsive and responsible Bidder whose evaluation by OWNER indicates to OWNER that the award will be in the best interest of the OWNER. Award shall be made on the evaluated lowest base bid excluding alternates. The basis for award shall be the lowest Bid total for the Schedule or, in the case of more than one schedule, for sum of all schedules. Only one contract will be awarded. 17.6. If the Contract is to be. awarded, OWNER will give the Successful Bidder a Notice of Award within forty-five (45) days after the date of the Bid opening. 18.0 CONTRACT SECURITY. The General Conditions and the Supplementary Conditions set forth OWNER's requirements as to performance and other Bonds. When the Successful Bidder delivers the executed Agreement to the OWNER, it shall be accompanied by the required Contract Security. 19.0 SIGNING OF AGREEMENT. When OWNER gives a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Agreement with all other written Contract Documents attached. Within fifteen (15) days thereafter, CONTRACTOR shall sign and deliver the required number of counterparts of the Agreement and attached documents to OWNER with the required Bonds. Within ten (10) days thereafter, OWNER shall deliver one fully signed counterpart to CONTRACTOR. Each counterpart is to be accompanied by a complete set of the Drawings with appropriate identification. 20.0 TAXES. 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. 12/03 Section 00100 Page 7 CAST - IN - PLACE CONCRETE GENERAL 1.1 Description MATERIALS 2.1 Cement 2.2 Aggregates 2.3 Water 2.4 Admixtures 2.5 Concrete Reinforcement CONCRETE 3.1 General 3.2 Class A Concrete PRECAST CONCRETE GENERAL 1.1 Description 1.2 Product Delivery, Storage and Handling PRODUCTS 2.1 Precast Concrete Products EXECUTION 3.1 Preparation 3.2 Meter Pit Manhole and Vault Construction APPENDIX LT 03300-1 03300-1 03300-1 03300-1 03300-1 03300-2 03300-2 03300-2 03400-1 03400-1 03400-1 03400-3 03400-3 No Text RJL94 SECTION 01010 SUMMARY OF WORK PART 1- GENERAL 1.1 SCOPE A. The purpose of this document is to present the Fort Collins - Loveland Water District's criteria for the construction of sixteen (16) inch and smaller water mains, water services and all appurtenances associated with these mains and services. It is for the use of Owners, Developers, Design Engineers, and Contractors as guidelines for the construction of said mains, services, and appurtenances. In the case of water mains which are larger than sixteen (16) inch, the Owner, or his representative, shall submit construction specifications to the District for review, prior to approval of construction drawings. The basis for developing these specifications shall be this document. B. These specifications are intended to be sufficiently detailed to provide adequate definition of the work to be performed and to insure the quality of that work. 1. The Contractor and Contractor's representative shall become thoroughly familiar with the provisions and the content of these Specifications. C. These specifications are composed of written Material Specifications and Standard Drawings. Every attempt shall be made to avoid conflicts between standards, and drawings during design. However, when requested in writing, the Fort Collins - Loveland Water District shall provide a letter of interpretation. D. In the event that a conflict occurs between water mains, services or other utilities, during construction, the Contractor shall. contact the Fort Collins - Loveland Water District to interpret these specifications or to determine if the standards of other utilities or departments apply. . 01010-1 1.2 SPECIFICATION DOCUMENTS A. Definitions. 1. AASHTO - American Association of State Highway and Transportation Officials.' 2. ACI - American Concrete Institute. 3. ANSI - American National Standards Institute. 4. ASTM - American Society for Testing and Materials. 5. AWWA - American Water Works Association. 6. ABILITY - that which a person who can do on the basis of present development . and training. 9. CDOH STANDARDS - Colorado Department of highways Standard Specifications for Road and Bridge Construction. 10. COMPETENT - a person who has the natural powers, physical or mental, to meet the demands of a situation or work; the word is widely used to describe the ability to meet all requirements, natural, legal, or other, of a given task 11. CONSULTANT the partnership, corporation, or individual who is hired by the owner and is empowered to act as his agent for the project. -' 12. CONTRACTOR - the corporation, association, partnership, Or individual who has entered into an Agreement with the Owner to perform the work 13. CONSTRUCTION DRAWINGS - detailed and working drawings, i0chiding plan, profile, and detail sheets. of proposed utility improvements, approved by the Engineer. 14. DESIGN ENGINEER - the partnership, corporation, or individual who is registered as a professional engineer, according to Colorado statutes, and who is hired by the owner, and is empowered to act as his agent for the project. 15. DISTRICT - the Fort Collins - Loveland Water District 16. OSHA - Occupational Safety and Health Administration. 01010 2 17. OR AN APPROVED EQUAL - as approved to being equal by the District. . a. Reference Section 01600. 1 S. OWNER - the developer, corporation, association, partnership, or individual who has entered into an Agreement with the District and has entered into an agreement with the contractor to perform the work. 19. PROVIDE - fiunish and install complete in place. 20. QUALIFIED - acquired abilities; skill, knowledge, experience, that fits a person for a position, office, or profession. 21. RECORD DRAWINGS - detailed drawings that show actual construction and contain field dimensions, elevations, details, changes made to the construction drawings by modification, details which were not included on the construction drawings, and horizontal and vertical locations of underground utilities. a. Record Drawings are usually construction drawings which have been modified to contain the information listed above. 22. REMOVE - remove and dispose of in a manner consistent with local ordinances, laws and regulations. . 23. SERVICE LINE - all pipe, fittings and appurtenances for conveying water from the distribution mains to the premises and/or meter as applicable. 24. SHALL - a mandatory condition. 25. SYSTEMS ENGINEER - shall mean the Systems Engineer of the Fort Collins - Loveland Water District or their authorized representative. 26. TAP - the physical connection to the distnbution main. 27. UTILITY - District Manager or his authorized representative. 28. WORK - the entire completed construction or the various separately identifiable parts required to be fiunished for the project.. Work is the result of performing services, furnishing the labor and funishing and incorporating materials and equipment into the construction. 01010-3 B. Interpretation L These Specification's contain many command sentences which are directed at the Contractor unless otherwise stated. 2. The Contractor shall request clarification, in wiitingto the District, of all apparent conflicts. The District will not be responsible for any explanations, interpretations, or supplementary data provided by others. 1.3 COORDINATION WITH THE DISTRICT A The Contractor is responsible for coordinating a pre -construction meeting with the District. B. The Contractor is responsible for coordinating the work with the District. C. Connections to existing pipelines... 1. All connections to existing water mains shall be made at a time authorized by the District. 1.4 WORK SEQUENCE A. Contractor shall coordinate the sequence of activities, taking into account work by others; possible easement requirements; permit requirements; and District rents. B. Contractor shall coordinate the beginning of work, excavation near ditches, railroads, road cuts, etc. with the District, affected parties, and utilities prior to beginning construction. C. Contractor shall coordinate pipe filling, chlorination testing and pressure testing with the District. 1.5 NOTIFICATIONS A. Contractor shall contact the District, all utilities and affected parties at least 48 hours (exclusive of holidays and weekends) prior to working in areas adjacent to underground utilities. B. Contractor shall have all utilities field located. C. Contractor shall give the District a minimum of 48 hours notice (exchzive of holidays and weekends) prior to inspections and testing. 01010-4 1.6 SAFETY AND PROTECTION A Contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the work Contractor shall take all reasonable and necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. Employees and other persons onsite who may be affected. 2. The work and materials or equipment to be incorporated therein, whether in storage on or off the site. Other property at the site or adjacent thereto, including, but not limited to trees, shrubs, lawns, walks, pavements, roadways, structures and utilities not designated for removal, relocation or replacement in the course of constriction. B. Contractor shall comply with all applicable laws, ordinances, rules, regulations and orders of any public body having jurisdiction for the 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. 1.7 SPECIAL REQUIREMENTS A. All items and work not covered by these specifications shall be discussed with the District, and the Contractor shalt receive approval from the District, in writing, prior to beginning work B. All work must be acceptable by the District prior to being placed in service. C. District furnished material. 1. When the District Punishes any materials, the Contractor shall be responsible for such materials once they have been picked up or delivered to the job site. 2. The Contractor shall be responsible for the careful inspection of District furnished material' at the time of delivery. 3. Contractor shallrepair, in a manner acceptable to the District, or replace any District funished material', which has been damaged or stolen, at the Contractor's expense. 01010-5 4. The District is responsible for the quality and operational design aspects of District furnished materiar. D. Contractor shall warrant all work for a period of one (1) year after final completion and initial acceptance of the work. Contractor may perform such maintenance and repairs by subcontract. a. If the Subcontractor chooses to subcontract the warranty work, he shall submit to the District a copy of the subcontract or the work authorization as evidence of the contractor's faithful intention during the one (1) year warranty period. _ E. Field changes from the approved plans shall not be permitted without prior permission from the District. . F. The Developer, Developer's Engineer or Developer's Contractor is responsible to coordinate a pre -construction meeting with the District at least five (5) days, exclusive of holidays and weekends, prior to construction. G. The Developer, Developer's Engineer or Developer's Contractor is responsible to submit r three (3) sets of approved Construction Drawings to the District at least five (5) days, exclusive of holidays and weekends, prior to construction. . R The Developer shall be responsible for the cost of re -tests, excessive inspection and inspection during non -office hours, 8:00 am. to 4:30 p.m. Monday through Friday exclusive of holidays. The District will notify the Contractor and Developer when such costs are being incurred. I. Contractor shall be responsible for providing suitable means of obtaining water samples for bacteriological testing. No work shall take place on weekends or holidays without prior, authorization from the District. Contact the District at least 48 hours (exclusive of holidays and weekends) prior to working in areas near underground utilities, pole lines, or on private property. The District will make every effort to assist with notifications received less than the 48 hours required. K. Contractor shall provide all materials, equipment and other items required to isolate and - accomplish total separation of new construction. L. Prior to commencing work, Contractor shall designate, in writing, an authorized representative who shall have complete authority to represent the Contractor and shall be on the construction site at all times during work activities. ^ 01010-6 1.8 QUALITY CONTROL A. Inspection. 1. The District shall make periodic checks to verify the quality and progress of the work. The authorized agents and their representatives of the District shall be provided safe access to the work, whenever it is in preparation or progress. The Contractor shall provide for such access and for inspection, including maintenance of temporary and permanent access. 2. Materials and equipment rejected by the District shall be identified and remain onsite until approved for removal by the District. END OF SECTION 01010-7 1� 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 12/03 Section 00100 Page 8 - ili SECTION 01600 MATERIAL, EQUIPMENT AND WORKMANSHIP PART 1- GENERAL 1.1 MATERIALS AND EQUIPMENT A Contractor shall furnish aIl materials, equipment, Iabor, and incidentals necessary for the execution, disinfection, testing, and completion of the work. Reference Section 01010 and 02646 B. All materials and equipment shall be of good quality and new, except as otherwise approved by the District: When requested by the District, the Contractor shall furnish satisfactory evidence (including manufacturer's certification) as to the land and quality of materials and equipment, and their compliance with these specifications. a. The District shall test any manufacturer's material it deems necessary. b. It is the Contractor's responsibility to insure the manufacturer's materials supplied, meet these specifications. 2. Prior to using existing materials, written approval must be obtained from the District. C. All materials and equipment shall be installed and used in accordance with the instructions of the applicable manufacturer, fabricator, supplier or distributor, except as otherwise provided in these specifications. D. The specification of materials and equipment shall be understood to be representative of a quality of performance, operation and construction acceptable to the District,. The District shall make every effort to evaluate all written requests for product substitution within thirty (30) days. a. Such requests shall include detailed product literature and a description of benefits which might be achieved by this substitution. 01600-1 E. In approving materials or equipment for installation, the District assumes no responsibility for injury or.claims resulting from failure of the materials or equipment to comply with the applicable National, State, and local safety codes or requirements, or the safety requirements of a recognized agency, or failure due to faulty design concepts, or defective Workmanship. END OF SECTION 01600-2 JUL94 SECTION 01656 DISINFECTION OF DOMESTIC WATER LINES PART 1- GENERAL 1.1 DESCRIPTION A. This section addresses the filling and disinfection of potable water distribution lines. B. The Contractor -is responsible for the disinfection and testing of water lines. 1.2 PRODUCT DELIVERY, STORAGE AND HANDLING A. Reference the Forwards to AW WA B300 and AW WA C651. B. Hypochlorites should be handled with extreme care. PART2-PRODUCTS 2.1 MATERIALS A Hypochlorite. 1. Reference AW WA B300. 2. Hypochlorites for use in swwunmmg pools shall not be allowed. B. Adhesive. 1. Any adhesive used to attached hypochlorite tablets to the interior of the pipe, shall be a food grade adhesive, which has received US Drug Administration approval for uses that may involve contact with edible products. a. Permatex Form -A -Gasket No. 2. b. Permatex Clear RTV Silicone Adhesive Sealant C. Or an approved equal. 0165&1 PART 3 - EXECUTION 3.1 GENERAL A The Contractor, with District approval, shall satisfactorily disinfect and flush new water lines prior to placing them in service, in accordance with AW WA C651. ' B. Filling pipe. _ 1. The Contractor shall operate existing valves to fill the pipe, open air blow -offs, and hydrants. District personnel shall witness testing and operation. 2. Where permanent air vents are not available, the Contractor shall install corporation stops at high points in the water line, in order to evacuate air. a. All corporation stops, which were installed to facilitate evacuation of air from the water main, shall be removed and.plugged after the water main is filled, and prior to pressure testing. 3.2 PRELIARNARY FLUSHING A. Preliminary flushing shall not be performed if the tablet method of disinfection is approved by the District. B. The pipelines shall be flushed at a minimum velocity of 2.5 fl/sec., in order to remove foreign material prior to disinfection. 3.3 METHODS A. General, 1. The District shall: a Determine the disinfection method to be used. b. Sample and test water from the pipe system extremities until clear, potable water . is obtained. 2. The Contractor shall: a. Properly dispose of flushed water. 01656-2 B. Tablet method: The tablet method consists of placing calcium hypochlorite granules and tablets in the water main during construction, and filling the main with potable water when installation is completed. a. The tablet method shall not be used if trench water or foreign material has entered the water line, or if the water temperature is below forty-one degrees Fahrenheit (50 Q. Iftrench water or foreign material has entered the water line, or if the water temperature is below forty-one degrees Fahrenheit, the continuous -feed method of chlorination shall be used. b. The tablet method shall not be used for extensions which are over 1000 feet in length, or for water lines which are larger than 12-inches in diameter, without prior peninission of the District. c. During construction, calcium hypochlorite granules shall be placed at the upstream end of the first section of pipe, at the upstream end of each branch main, and at 500 feet intervals. The quantity of granules used shall be as shown in Table 1, AW WA C651. d. During construction, 5-gram calcium hypochlorite tablets shall be placed in each section of pipe, hydrant, hydrant lateral, and other appurtenances. The quantity of tablets used shall be as shown in Table 2, AW WA C651. e. Tablets and granules shall be placed in sufficient number and amount to produce a minimum chlorine concentration in the treated water of 50 milligrams per liter. f. Except in hydrants and joints, tablets shall be attached with an approved adhesive, and shall be on the top of the interior of the pipe in such a manner that there is no adhesive on the tablet except on the broad side of the tablet next to the pipe surface. L Reference paragraph 2.1 B. 01656-3 g. Introduce water into the pipes at a velocity no greater than 1 ft./sec. h. The chlorinated water shall be retained in the lines for a minimum of 24 hours; at which time the treated water must contain no less than 25 milligrams per liter of chlorine.throughout the entire length of the main. The chlorinated water shall be flushed within five (5) days unless otherwise approved by the District. C. Continuous -feed method 1. The continuous -feed method of disinfecting water mains consists of placing calcium hypochlorite granules in the main during construction, completely filling the main to remove all air pockets, flushing the completed main to remove the particulates, and filling the main with potable water chlorinated so that after a-24 - hour holding period in the main, there will be a free chlorine residual of not less than 10 milligrams per liter. a. Calcium hypochlorite granules shall be placed in the pipe sections during _ construction. i. Reference Section 3.3.B.I.c. b. Prior to being chlorinated, the main shall be filled to eliminate air pockets, and shall be flushed to remove particulates. The flushing velocity shallnot be less than 2.5 feet per second. L Reference Section 3.2 and AW WA C65 L c. Chlorinated water shall be introduced into the water lines at a point approved by the District at a constant, measured rate so that the chlorine concentration is maintained at a minimum of 25 milligrams per liter of free chlorine. L The entire main shall be filled with the chlorine solution. I Reference Table 4 of AW WA C651. M. Prior to and during the disinfection process, valves shall be positioned so that the chlorine solution in the newly constructed main will not flow _ into water mains in active service. d. The chlorinated water shall be retained in the main for a minimum of 24 hours, at which time the treated water in all portions of the main shall have a free residual of not less than 10 milligrams per liter. 0165" 3.4 FINAL FLUSHING A After the applicable retention period, the heavily chlorinated water shall be flushed from the water lines until the chlorine measurements show that the concentration in the water leaving the main is no higher than that generally prevailing in the system, or is less than l milligram per liter. The Contractor shall be responsible for all necessary permits and to ensure that no environmental damage occurs. 1. Reference Appendix B of AW WA C651, for a list of neutralizing chemicals. 3.5 BACTERIOLOGICAL TESTS A. The District shall collect samples from the pipeline after final flushing and pressure testing, but prior to placing water lines in service, to test for bacteriological quality to show the absence of coliform and heterotrophic organisms. The District shall be given a IT of 48 hours advance notice, prior to collecting samples. B. The number and frequency of samples shall be determined by the District based upon AW WA C651. 3.6 REPETITION OF PROCEDURE A. If the initial disinfection, or subsequent disinfections, fail to produce satisfactory samples, the main shall be re -flushed and re -sampled. If the samples are still not satisfactory, the main shall be re -chlorinated by the continuous -feed or the slug method of chlorination until satisfactory results are obtained. B. If the residual is less than 10 milligrams per liter, the water lines shall be re -chlorinated by the continuous -feed method of chlorination and retested. END OF SECTION 01656-5 No Text RJL94 SECTION 01666 TESTING PIPING SYSTEM PART 1- GENERAL 1.1 DESCRIPTION A This section addresses the hydrostatic testing of water distribution lines and services. B. Water services shall be tested with the main. C. Once the pipeline has been filled and disinfected, and backSlling has been completed and approved, a pressure test shall be conducted. The contractor shall provide all equipment and personnel to perform the hydrostatic test. a. Test equipment shall be able to maintain a continuous internal pipe pressure of 150 psi and accurately measure leakage over a two (2) hour minimum test period. b. The max;mum allowable pressure gauge increment shall be 5 psi. c. A water meter shall be used to measure the amount of water used in pressurizing the system. 2. The District will record times, leakage readings and pressure over the test period. D. Testing shall not occur until at least seven (7) days have elapsed since the last concrete thrust restraint was cast, or until a minimum compressive strength of 2500 psi is achieved. E. Testing shall not occur until after the pipeline has been chlorinated and flushed. F. The pipe shall remain filled with water for a minimum of 24 hours prior to the hydrostatic pressure test. Chlorinated water for disinfection shall be flushed within five (5) days unless otherwise approved by the District. G. Unless otherwise approved by the District, the hydrostatic pressure test shall be performed against all valves within the new piping system. 1.2 PRESSURE TEST 01666-1 A. "Leakage" is the quantity of water that must be supplied into the newly laid pipe, or any valved section thereof to maintain a pressure of within 5 psi of the specified test pressure, after the air has been expelled and the pipe has been filled with water. B. Test pressure. For ductile iron pipe and PVC pipe, the minimum test pressure shall be 150 psi. 2. A residual pressure of 5 psi of the test pressure shall be maintained for a minimum of two (2) hours. C. The maximum allowable leakage for each test section of ductile iron pipe, and PVC pipe is determined by the following formula: _ where: L = SD 12 133,200 L = maximum allowable leakage, in gallons. S = Length of pipe tested, in feet. D = nominal pipe diameter, in inches. P = average test pressure during the leakage test, in psi. 1. Reference AW WA C600. D. Testing and Leakage. 1. Unless prior permission is given by the District, a test section shall not be any longer than the length of pipe between adjacent line valves. 2: Testing through fire hydrants shall not be allowed. 1.3 PASSING A If the tests disclose leakage greater than that specified, the defective materials and joints shall be located and repaired. — 1. The tests shall be repeated until the leakage is less than the maximum allowed. B. With the exception of obvious leaks, passing Of the pressure test shall be on the basis of maximum allowable leakage per section tested. 016t6-2 SECTION 00300 BID FORM C. All visible leaks shall be repaired regardless of maxhu allowable leakage. END OF SECTION L.. 01666-3 Y �V JUL94 SECTION 01710 SITE CLEANUP PART 1- GENERAL 1.1 DESCRIPTION A Site cleanup shall be executed during the progress of the work, and at the completion of the work. 1.2 EXECUTION A. Construction materials shall be neatly stored. B. Containers shall be provided for the collection of wasted material and debris. Containers shall be stored out of the right-of-way. C. Volatile wastes shall be stored in clearly marked, covered metal containers and removed daily. D. Construction materials, equipment, waste containers, construction buildings, parking, etc., shall only be allowed within the limits of the construction easement. 1. Any off -site storage of construction material, equipment, waste containers, construction buildings, parking, etc. shall be allowed only after the Contractor has obtained the written permission of the property owner. E. Upon completion of the construction, the job site shall be restored to its original condition or better. 1. Contractor shall restore any land which will not be paved with asphalt, or concrete, to its original condition. a. All topsoil shall be restored to its original quality. b. Any areas which are stripped of vegetation prior to, or during construction, shall be reseeded. 2. All exterior paved surfaces shall be broom cleaned, and left in good repair. 01710-1 1.3 DISPOSAL A In order to maintain an orderly site, waste material and debris shall be removed periodically. END OF SECTION 01710-2 M94 SECTION 01720 RECORD DRAWINGS PART 1- GENERAL 1.1 RECORDING OF DRAWINGS A. Record Drawings shall be submitted by the Design Engineer to the Systems Engineer for review and approval. B. Each drawing shall be labeled "DRAWINGS OF RECORD" in neat large printed letters. C. Construction information shall be recorded concurrently with construction progress. D. Record Drawings shall be marked legibly and with an indelible pen. E. Record Drawings shall include, as a minimum, the following: 1. Field dimensions, elevations, and details. 2. Changes which are made by modification. Details which are not on the original Construction Drawings. 4. Horizontal and vertical locations of underground utilities and appurtenances, referenced to a minimum of three permanent surface improvements. 5. Depths of various elements of work in relation to project datum. 6. All dimensions shallbe referenced to property pins if surface improvements have not been constructed. 1.2 MAINTENANCE OF PROJECT RECORD DRAWINGS DURING CONSTRUCTION A. Record Drawings and any documents used for the preparation of said Drawings shall be stored apart from documents used for construction. B. Record Drawings shall be maintained in a clean, dry, legible condition and in good order. 01720-1 1.3 SUBMISSION A Project Record Drawings shall be submitted to the Systems Engineer with a transmittal letter containing the following: 1. Date. 2. Project title. 3. Design Engineer's name, address and telephone number. 4. Title and number of each Record Document. B. Project Record Drawings shall be submitted on 24" x 36", 3 mil (minimum) reproducible, double -matte mylar. C. The final acceptance of the water lines and appurtenances will not be made until all District requirements are satisfied and the Project Record Drawings are received and accepted by the District. D. The District recommends that Project Record Drawings be submitted in blueline form for preliminary approval. END OF SECTION JUL94 SECTION 02221 TRENCEING, BACKFILLING AND COMPACTING PART 1- GENERAL 1.1 DESCRIPTION A. This section addresses excavation and trenching, including subsurface drainage, dewatering, preparation of subgrades, pipe bedding, backfilling, compacting, and finish grading for underground pipelines, service lines and appurtenances. B. Reference the "Standard Trench and Bedding Detail" in the appendix. 1.2 QUALITY ASSURANCE A Soil compaction tests shall be performed in accordance with: 1. ASTM D 2922 - Standard Test Methods for Density of Soil and Soil -Aggregate in Place by Nuclear Methods. 2. ASTM D 1556 - Standard Test Methods for Density of Soil in Place by the Sand - Cone Method. B. Construction Staking. Construction staking shall be performed under the supervision of a licensed land surveyor. 2. All survey notes and construction staking notes shall be entered into bound, hard cover field books. 3. Adequate staking shall be provided to establish acceptable horizontal and vertical control. 4. Offsets shall be staked so that vertical and horizontal alignment may be checked. All survey data, which is developed by the Contractor or the Design Engineer in Performing surveys which are required by the work, shall be available to the District for examination and reproduction throughout the construction period. 02221-1 1.3 JOB CONDITIONS A Drainage and Groundwater. 1. Contractor shall obtain all necessary permits prior to starting dewatering operations. a. If groundwater will be discharged into an irrigation ditch, pond, stream or waterway, or will drain to an irrigation ditch, pond stream or waterway, a Colorado Department of Health dewatering permit will be required. b. Permit applications may take up to 30 days to be reviewed by the Colorado Department of Health- C . Contractor is required to complete and process the Discharge Monitoring Report (DMR) that are typically a part of the dewatering permit. d. Upon finishing the work, the Contractor shall be responsible for completing a Colorado Department of Health Discharge Termination Notice. 2. Water that is encountered in the trench shall be removed to the extent necessary: a. provide firm subgrade. b. permit connections to be made in dry conditions. C. prevent the entrance of water into the pipeline. 3. Surface runoff shall be diverted as necessary to keep excavations and trenches free. from water during construction. 4. The excavation or trench shall be kept free from water until the structure, or pipe, to be installed therein, is completed to the extent that no damage from hydrostatic pressure, flotation, or other cause will result. 5. The pipe under construction shall not be used for dewatering. B. Sequencing. 1. Pipeline installation shall be performed within 300 linear feet of trench excavation. a. This distance may be amended, with the District's approval, based upon job conditions. 02221-2 2. Initial trench backfill shall be performed within 300 linear feet of pipeline installation. a. This distance may be amended, with the District's approval, based upon job conditions. Back fill shall be completed, at the end of each day, to the extent that no damage from hydrostatic pressure, floatation, or other cause will result. 4. Where excavation is a hazard to automotive or pedestrian traffic, the amount of open trench and the time duration of that opening is to be minimized. C. . Underground Obstructions. The Design Engineer and/or Contractor shall field verify all Record Drawing information obtained from the District. 2. Contractor shall notify each Utility Owner and request utilities to be field located by surface reference. a. The request for the location of utilities shall be made a minimum of 48 hours prior to trenching or excavation (exclusive of holidays and weekends). 3. The Contractor shall expose and verify the size, location, and elevation of underground utilities and other obstructions, sufficiently in advance of construction to permit changes to be made to the Construction Drawings. a. In the event there is a conflict, the Contractor shall notify the District and the affected utility company. b. In the event there is a.conflict, the proposed work may be modified, at the District's discretion. 4. Existing improvements, adjacent property, utilities, trees, and plants that are not to be removed shall be protected from qury or damage resulting from the Contractor's operations. 02221-3 5. If the Contractor removes any underground obstructions, the following shall apply: a. Drainage culverts may be salvaged, and reused in an appropriate location, if written approval is obtained from the District. i. All other underground obstructions shall be replaced as directed by the affected utility. ii. All field drains shall be repaired or replaced to their original condition, or better. 1A MAINTENANCE AND CORRECTION A. Contractor shall maintain and repair all trench settlement, resulting from Contractor negligence, which occurs within the one (1) year warranty period, and make necessary repairs to pavement, sidewalks or other structures which may be damaged as a result of trench settlement. 1. Reference paragraph 1.7.D. of Section 01010. PART 2 - MATERIALS 2.1 STABEL ZATION MATERML A. If the existing soil in the trench bottom is judged to be unstable by the District and/or the Contractor, the unstable material shall be removed and replaced with an acceptable stabilization material. 1. The over -excavation depth shall be a minimum of six (6) inches. 2. Stabilization material is crusher -run rock, conforming to ASTM D448, or CDOH #357. 0=1-F SECTION 00300 BID FORM PROJECT: ZIEGLER ROAD WIDENING PROJECT; BID NO. 5834 Place Fort Collins Date February 10, 2004 1. In compliance with your Invitation to Bid dated January 9. 2004 and subject to all conditions thereof, the undersigned Don Kehn Construction. Inc. 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 Eive Percent ($ 5% ) in accordance with the Invitation To Bid and Instructions to Bidders. 4. The undersigned Bidder agrees to execute the Agreement and a Performance Bond and a Payment Bond for the amount of the total of this Bid within fifteen (15) calendar days from the date when the written notice of the award of the contract is delivered to him at the address given on this Bid. The name and address of the corporate surety with which the Bidder proposes to furnish the specified performance and payment bonds is as follows: Employers Mutual Casualty Co 6181 E. Tufts Ave., Suite 500 Denver, CO 80237 5. All the various phases of Work enumerated in the Contract Documents with their individual jobs and overhead, whether specifically mentioned, included by implication or appurtenant thereto, are to be performed by the CONTRACTOR under one of the items listed in the Bid Schedule, irrespective of whether it is named in said list. 6. Payment for Work performed will be in accordance with the Bid Schedule or Bid Schedules subject to changes as provided in the Contract Documents. 7. The undersigned Bidder hereby acknowledges receipt of Addenda No. through 1 7/96 Section 00300 Page 1 B. Geosynthetics may be used in conjunction with stabilization material, with the prior written approval of the District. 2.2 BIDDING ZONE MATERIALS A. The bedding zone shall extend from four (4) inches below the invert of the pipe to twelve (12) inches above the pipe. 1. The pipe shall be bedded in granular material extending from four (4) inches below the pipe to the spring line of the pipe. 2. Select material shall extend from the spring line of the pipe to twelve (12) inches ' above the pipe. 3. Reference the "Standard Trench and Bedding Detail' in the appendix. B. Granular material shall be a uniformly graded crushed material, conforming to CDOT #67, unless otherwise noted on the approved Construction Drawings. A 1. If noted on the Construction Drawings, the granular material may be sand conforming to ASTM C 33. a 02221-5 2. If noted on the Construction Drawings, the granular material may be 3/8" chips conforming to MOT #8. C. Select soil shall be either trench backfill material (which is free of rocks, clods, stones greater than 1-1/2 inches in any dimension, and which meets the other requirements of trench backfill material), or granular material. 2.3 GROUND WATER BARRIERS A If compacted soil is used for ground water barriers, it shall meet the following soil classification. 1. SC - clayey sands, sand -clay mixtures. 2. CL - inorga . clays of low to medium plasticity, gravelly clays; sandy days, silty clays, lean days. 3. CH - inorganic clays of high plasticity, fat clays— B. Concrete used for ground water barriers shall develop a minimum compressive strength of 2,000 psi after twenty eight (28) days. 2.4 TRENCH BACKFIM MATERIAL A. Trench backfill material shall be placed from a point twelve (12) inches above the pipe to twelve (12) inches below the ground surface or to the bottom. of the pavement subgrade, — whichever is greater. r, 02221-6 B. Trench backfill material shall be either soil excavated from the trench, or imported soil. Any soil used for trench backfill, shall be free from frozen matter, stumps, roots, brush, other organic matter, cinders or other corrosive material, debris, and any rocks or stones which are larger than six (6) inches, in any dimension. a. Rocks or stones which are six (6) inches or larger may be used in trench backfill material with prior written approval of the District. 2. If imported soil is used for trench back fA it shall meet CDOT specifications for Class #1 structural backfill. PART 3-EXECUTION 3.1 PREPARATION A. Topsoil shall be stripped from areas which are to be disturbed by construction, and stockpiled. Topsoil shall be segregated from non -organic trench excavation material; and debris. 3.2 TRENCEaNG A. Trenches shall be excavated by open cut methods, except where boring or tunneling is shown on drawings, or approved by the District. B. Care shall be used when operating mechanical equipment in locations where it may cause damage to trees, buildings, culverts, or other existing property, utilities, or structures above or below ground. C. Mechanical equipment shall be operated in such a manner that the bottom elevation of the trench can be maintained with uniform trench widths and vertical sidewalls of the bedding zone. 02221-7 D. Trench alignment shall be sufficiently accurate to permit pipe to be aligned properly with an eight (8) inch minimum clearance between the pipe and the sidewalls of the trench or trench box. -- 1. The trench sidewall shall not be undercut in order to obtain clearance. E. Preparation of trench bottom. 1. Trench bottom shall be graded uniformly to provide clearance for each section of pipe. 2. Loose material, water, and foreign objects shall be removed from the trench. 3. The Contractor shall provide a firm subgrade, which is suitable for placement of bedding material. 4. If the trench bottom is judged to be unstable by the District and/or the Contractor, the unstable material shall be removed and replaced with an acceptable stabilization material. a. The over -excavation depth shall be a minimum of 6-inches. b. Reference paragraph 2.1. 5. The Contractor shall over -excavate a minimum of six inches below the bottom of the pipe wherever the trench bottom is rock, or other unsuitable material. 6. Over -excavation shall be backfilled and compacted with acceptable Granular Material. a. Reference paragraph 2.2 A F. Stockpiling excavated materials. 1. Suitable material for backfilling shall be stockpiled in an orderly manner, and stored a minimum of two (2) feet from the edge ofthe trench. 2. Excess excavated materials not suitable or not required for backMkg shall be disposed of away from the immediate work area 3. Excavated material shall not be stockpiled against or over existing structures or appurtenances. 02221-8 3.3 PIPE BEDDING A Placement and compaction. Reference the "Standard Trench and Bedding Detail' in the appendix. 2. Bedding material shall be distributed and graded to provide uniform and continuous support beneath the water main at all points between bell ends, or pipe joints. a. Pipe shall not be supported by the bells. b. A minimum of four (4) inches of bedding shall be placed prior to the installation of the pipe. To prevent lateral displacement, granular bedding material shall be deposited and compacted uniformly and simultaneously on each side of the pipe. a. Bedding material shall not be dropped onto unsupported pipe. 4. Granular bedding material shall be consolidated under and around the pipe. 3.4 GROUND WATER BARRIERS A Ground water barriers shall be constructed in such a manner as to impede passage of water through bedding material for the full depth of the granular bedding material, and the full width of the trench. Ground water barriers shall be approximately four (4) feet long and spaced not more than four hundred (400) feet apart. 2. Both sides and the bottom of ground water barriers shall be keyed six (6) inches into existing soil, and extend up to original onsite material, or to within one (1) foot of finished grade. 3.5 CUT-OFF WALLS A Cut-off walls shall be constructed in such a manner as to impede the .passage of water through the bedding material for the full depth of the granular bedding material, and the full width of the trench. 02221-9 3.6 BACKFILLING AND COMPACTION A. All trench backfill shall be compacted. I. Backfill of pipe and appurtenances and around vaults and valve boxes shall be compacted with equipment and in a manner which is capable of producing the _ required results. B. Backfill material shall be deposited in uniform horizontal layers which shall not exceed six -, (6) inches (compacted depth), in all areas, unless otherwise approved by the District. C. Methods and equipment which are appropriate for the backfill of material shall be utilized: 1. Backfill equipment or backfilling methods which may damage the pipe shall not to be used. D. Compaction shall not be performed by jetting or water settling. E. Sheeting removal (if Contractor elects to use sheeting). 1. Do not remove sheeting prior to backfilling. 2. Use effective methods to protect the construction, other structures, utilities and property during the sheeting removal. 3. Voids left by sheeting removal shall be filled with dry sand. 4. Unless otherwise approved by the District, sheeting that is left in place shall be cutoff at an elevation six (6) feet below finish grade. . J F. Topsoil shall be replaced to the depth of stripping over all areas which are to be reseeded. G. Excess excavated material and materials not suitable for backfill shall be disposed of properly 3.5 FIELD QUALITY CONTROL A This section applies to all water lines and appurtenances that are maintained by the District,. and located within public right-of-way, or within easements on private property. 02221-10 B. Feld moisture/density control. 1. Field tests will be conducted to determine compliance of moisture/density requirements in accordance with ASTM D 2922 (Tests for Density of Soil and Soil -Aggregate In Place by Nuclear Methods). 2. Moisture/density tests are the responsibility of the Contractor, and shall be performed by a private Geotechnical Consultant. a. The method of testing of the compacted material and the validity of the results shall be the responsibility of the Geotechnical Consultant. b. Test results shall be submitted to the District by the Contractor or the Geotechnical Consultant within 24 hours of the test, or by the end of the next working day. i. Copies of the field work sheets are acceptable. c. Summarized test results shall be submitted to the District prior to the initial acceptance of the water system. 3. Moistureldensity tests shall be performed at a depth of two (2) feet above the top of the pipe bedding and in two (2) foot increments up to the final grade. 4. Moistureldensity tests shall be performed at a minimum of two hundred (200) linear feet, as measured. along the length of the pipe, or as determined by the District. 5. Moistureldensity tests in the vicinity of vaults and valve boxes shall be performed at a maximum of one (1) foot away from the vault sections or valve box. a Tests shall be performed in random directions from the vault or valve box, on separate lifts. b. A minimum of one (1) test shall be performed for every two (2) feet of backfill material. 6. Moisture/density tests shall be performed below the finished subgrade, and a minimum of one time for each service line installed, unless otherwise specified by the Systems Engineer. All failed test areas shall be re -compacted and retested. 002221-1i B. Compaction shall be to the following minimum densities: (Reference ASTM D 698 or AASHTO T99 unless otherwise indicated). 1. Ground water barrier material: 95% of maximum density (ASTM D 698). 2. Pipe bedding. a� Compacted granular material: 80% of relative density(ASTM D 4253 and D 4254). 3. Bedding zone: 90% of maximum dry density. 4. Trench backfill. a. Paved roadways, sidewalks and other areas which are to be paved: 95% of maximum dry density. b. Gravel roadways: 95% of maximum dry density. C. Fields and landscaped areas: 90% of maximum dry density. d. Under footings, foundations or structures: 100% of maximum dry density. e. All other locations: 95% of maximum dry density.' C. Moisture content. 1. All compacted backfill shall be within of 20/c (+/-) of the optimum moisture content of the soil as determined by ASTM D 698. Variances may be requested by submitting a report and recommendation from a private Geotechnical Consultant accompanied with a letter that specifically identifies the variance. Submittals should be directed to the Systems Engineer. 2. Water shall be added to the material, or the material shall be harrowed, disced, bladed, or otherwise worked to insure a uniform moisture content, as specified. END OF SECTION o2W-12 JM94 SECTION 02224 PIPE BORING AND JACEING PART 1- GENERAL 1.1 DESCRIPTION A This section is a minimum guideline and addresses the furnishing and the installation of casing pipe, either by boring or jacking. B. Each casing pipe installation shall be specifically designed by the Design Engineer. C. Reference the "Standard Pipe Casing Detail" in the appendix. 1.2 QUALITY ASSURANCES A. Design Criteria, Specified thicimess for pipe and casings are based upon the superimposed loads and not upon the loads which may be placed on the pipe as a result of jacking operations. a. Increased pipe strength shall be provided as necessary to withstand jacking loads. B. Construction Criteria. Owner/Contractor shall obtain the necessary permits from the appropriate agencies, prior to commencing construction. 2. Owner/Contractor shall obtain the bonds or the indemnity which are required by the permits, for protection against any damage and interference with tragic and service, which are caused by the construction activities. 3. All excavations shall conform to the trenching, backfilling and compaction requirements set forth in Section 02221. 07M -1 PART 2 - PRODUCTS 2.1 CASING PIPE - SMOOTH STEEL A. The minimum yield point of smooth steel casing pipe shall be 35,000 psi. B. Smooth steel casing pipe shall conform to ASTM 139, Grade B (No hydro). 1. Clean used pipe which is in good condition, and conforms to the requirements of this specification may be used with the prior approval of the Design Engineer and District. C. The minimum wall thickness of smooth steel casing pipe shall be determined by the agency granting the crossing permit. 1. Reference the "Standard Pipe Casing Detail" in the appendix. D. The ends of smooth steel casing pipe shall be -beveled for field welding. 1. All field welds shall be painted with an epoxy polyamide exterior coating, or a coal - tar enamel exterior coating, which conforms to AW WA C203, Section 2. a. The minimum thickness of the exterior coating shall be sixteen (16) mil. E. Smooth steel casing pipe shall have an epoxy polyamide exterior coaxing, or when required by the Construction Drawings, a coal -tar enamel exterior coating. 1. If the Contractor elects to omit the exterior coating, 1/16 inch shall be added to the required thickness of the casing pipe. 2.2 ACCESSORIES A. Casing Seals. 1. Casing seals shall be constructed of either high density rubber casing seals with stainless steel straps, or with clean solid bricks and mortar and grout. a. The acceptable type and manufacturer of high density rubber casing seals are: i. Pipeline Seal and Insulator Co., Model W. I Or an approved equal. 02224-2 Don Kehn Construction, Inc. CONTRACTOR BY:�C`� orated under the laws of the State of Colorado. ADDRESS: 6550 South County Road 5 Ft. Collins, CO 80528 8. BID SCHEDULE (Base Bid) Please use the attached Bid Schedule when submitting your bid. 9. PRICES The foregoing prices shall include all labor, materials, transportation, shoring, removal, dewatering, overhead, profit, insurance, etc., to cover the complete Work in place of the several kinds called for. Bidder acknowledges that the OWNER has the right to delete items in the Bid or change quantities at his sole discretion without affecting the Agreement or prices of any item so long as the deletion or change does not exceed twenty-five percent (250) of the total Agreement Price. RESPECTFULLY nSUBMITTED: tea &1- February 10, 2004 Signature Date Vice -President Title License Number (If Applicable) (Seal - if Bid Y co Attest: Address 6550 South County Road 5 Telephone (970) 226-4111 7/96 Section 00300 Page 2 B. Casing chocks. Casing chocks shall be constructed of either redwood, stainless steel or polymer runners. a. If stainless steel or polymer casing chocks are used, they shall be twelve (12) inches long, and there shall be three (3) per joint. b. Acceptable manufacturers are: i. Cascade Water Works. ii. Power Seal. An approved equal. 2. The carrier pipe barrel shall be supported in accordance with the "Standard Pipe Casing Detail", see appendix, and asmodified on the approved Construction Drawings. C. Grout. Grout shall consist of 1 part Portland Cement and 3 parts sand. Bands shall be a minimum .015 inches thick and 3/4-inch PART 3 - EXECUTION 3.1 CASING INSTALLATION A. General. 1. Vertical and horizontal offset staking shall be provided at both ends of bored or jacked crossings. 2. Casing pipe shall be installed at the grade and alignment shown on the Construction Drawings. a. Grade and alignment shall not deviate by more than 0.3 feet from that shown on the Construction Drawings. 02224-3 3. Casing pipe shall be installed as indicated in the Construction Drawings, whether that is by open trench excavation or by jacking methods. a. Open trench installation of the casing pipe shall be in accordance with Section 02221. 4. The earth which is displaced by the casing pipe shall be disposed of properly. B. Smooth Steel Pipe. 1. Contractor shall provide a smooth, continuous, and uniform casing pipe with no exterior voids. 2. Each section of casing pipe shall be welded with a full penetration butt weld around the entire circumference of the joint to form a watertight continuous conduit capable of resisting all stresses, including jacking stresses. 3. A seventeen (17) pound high potential magnesium anode shall be installed at each end of the casing pipe. C. Grouting. 1. All spaces between the casing pipe and the earth shall be filled with grout. a. Grout connections on the interior of the casing pipe shall be provided at ten (10) feet (O.C.) intervals. 2. Grouting operations shall be performed in a sequence which will preclude any deflections which exceed 5 per cent of the tunnel diameter. 3. After the grout is in place, each hole shall be plugged in order to prevent the backfiow of grout. 3.2 CARRIER PIPE INSTALLATION A Carrier pipe shall be installed at the grade shown on the Construction Drawings. B. Each section of pipe shall have a minimum of tbree (3) stainless steel or polymer casing chocks or shall have three (3) redwood skids centered every 120 degrees around the pipe. 02224-4 C. If redwood skids are used, each skid shall be individually attached to the pipe with a minimum of three (3) stainless steel bands. Redwood skids shall be twelve (12) feet long if three skids are used per joint, or four (4) feet long if six (6) skids are used per joint. D. The annular space between the casing and the carrier pipes shall be left vacant. D. The ends of the casing pipe shall be sealed with casing seals, or brick and mortar. END OF SECTION 02224.5 No Text JUL94 SECTION 02575 PAVEMENT REPAIR AND RESURFACING PART 1-GENERAL 1.1 DESCRIPTION A. This section addresses surface obstructions which the Contractor must remove and replace, such as pavement, drives, curbs, gutters, sidewalks, and similar surfaces, as required to perform the work- B. The words Standard Street Specifications, as used herein, refer to the current Design Criteria and Standards for Streets of the agency having jurisdiction. PART 2 - MATERIALS 2.1 AGGREGATE, ASPHALT AND CONCRETE A. All materials, such as but not limited to aggregate, bituminous material, and concrete, which are used m the repair of surface obstructions, shall conform to the Standard Street Specifications. PART 3 - EXECUTION 3.1 MANHOLE FRAMES AND VALVE BOXES A. Prior to placing the base course, manhole frames and water valve boxes shall be raised to final grade. Manholes/vaults shall be adjusted using a minimum of 4" and a maamnum of 12" of concrete shims and mortar. B. All foreign matter shall be removed from the manhole holes and valve boxes immediately. C. All valve boxes and manhole rings shall be straight and properly aligned. Valve boxes shall be inspected by placing a valve key on the operating nut to assure a proper alignment and that the valve box is plumb. 3.2 ASPHALT AND CONCRETE, INCLUDING BASE AND GRAVEL SURFACING A. The Contractor shall remove, dispose of, and restore asphalt, concrete pavement, curbs, drives, sidewalks and gravel surfacing in accordance with the Standard Street Specifications. 02575-1 B. C. 3.4 A. 1. Contractor shall repair any damage to existing pavement, curbs, drives, or sidewalks which was caused by the work, as shown on the Construction Drawings or as directed by the District. Concrete drives, curbs, gutters, sidewalks, and similar structures shall be removed, disposed of, and restored in accordance with the Standard Street Specifications, with the following mimmum thickness: 1. Driveways and slabs shall be a minimum six (6) inches thick. 2. Patios shall be a minunwn flour (4) inches thick. 3. Gutters shall be a minimum six (6) inches thick. 4. Concrete bases for brick pavers and concrete pavement shall be a miniauun six (6) inches thick. 5. Sidewalks shall be a minimum six (6) inches thick 6. Cross pans shall be a minimum eight (8) inches thick. Reference Section 03300. FIELD QUALITY CONTROL Reference the Standard Street Specifications of the agency having jurisdiction. END OF SECTION 02575 2 JUL94 SECTION 02615 DUCTILE IRON PIPE PART 1 - GENERAL 1.1 DESCRIPTION A This section addresses ductile iron pipe. B. Pipe shall be fiubished complete with all fittings, flanges, specials and other accessories. 1.2 PRODUCT DELIVERY, STORAGE AND HANDLING A. Handling 1. Slings, pipe tongs or skids shall be used for handling pipe. 2. Pipe or fittings shall not be dropped. 3. Care must be taken to prevent damage to the pipe and fittings by impact, bending, compression, or abrasion. 4. Damaged pipe or fittings shall not be installed. B. Storage 1. Lubricant shall not be stored and used in a manner which will contaminate the lubricant. 2. Rubber gaskets shall be stored in a location which protects them from deterioration or damaged. 3. The maximum stacking heights of pipe as listed in AW WA C600, shall not be exceeded. 02615-1 PART2-PRODUCTS 2.1 DUCTILE IRON PIPE A All ductile iron pipe, with push -on joints, shall be manufactured in accordance with ANSI A21.51-86(AWWA C151) B. All ductile iron pipe, with flanged, fiat faced joints, shall be manufactured in accordance with ANSI A21.15-83(AW WA C 115). C. Ductile iron pipe which is twelve (12) inches and smaller in diameter shall have a working pressure rating of 350 psi. D. Ductile iron pipe which is larger than twelve (12) inches in diameter shall have a working pressure rating of 250 psi. E. Flanged ductile iron pipe with threaded flanges shall be Class 53 pipe. F. All ductile iron pipe shall have nominal laying lengths of either eighteen (18) or twenty (20) feet. 1. Random pipe lengths are not acceptable, except when using restrained joint pipe. 2.2 F1'ITINGS AND COUPLINGS A. All.fittings and couplings shall be manufactured in accordance with AWWA C104, C110, and C111. B. All fittings and couplings shall have one of the following types of connections: 1. Flanged joint. 2. Mechanical joint. 3. Push -on joint. C. All fittings and couplings shall be made of either gray -iron or ductile imn, and have a minimum working pressure rating of 250 psi. 02615-2 2.3 - JOINTS A. All mechanical and push -on joints shall be manufactured in accordance with ANSI A21.11-85(AWWA C111). Unless specified otherwise, all gaskets shall be as recommended by the manufacturer. 2. Lubricant shall be that which is specified by the pipe manufacturer. All nuts and bolts shall be high -strength low -alloy COR TEN, manufactured in accordance with ANSI-A21.11-85(AWWA C111). B. All ductile iron pipe with threaded flanged joints shall be manufactured in accordance with ANSI A21.15-83(AWWA C115). 1. All flanges shall be sized and drilled in accordance with ASME/ANSI B16.1: Cast Iron Pipe Flanges and Flanged Fittings, Class 125. 2.4 PIPE LINING A. All ductile iron pipe shall have a standard thickness cement mortar lining. 1. Ductile iron pipe which is twelve (12) inches and smaller in diameter shall have a . cement mortar lining with a minimum thickness of 1/16 inch. 2- Ductile iron pipe which is larger than twelve (121 inches in diameter shall have.a cement mortar lining with a minimum thickness of 3/32 inch. B. All ductile iron pipe lining shall conform to ANSI A21.4-85(AWWA Clo4). 2.5 P1PE COATINGS A All ductile iron pipe shall have a bituminous coating on the pipe exterior, unless otherwise specified. The minimum thickness of the bituminous coating shall be one (1) mil. 02615-3 2.6 ACCESSORIES A Joint restraining devices. 1. Push -on and mechanical joints may be restrained with the use of a. Megalugs, EBAA Iron Inc. b. Um -Flange, Uni-Flange Corp. C. Approved equal B. Polyethylene encasement. 1. The polyethylene used in polyethylene encasement shall conform to ASTM D 1248. 2. The minimum thickness of the polyethylene shall be 8,mil. 3. Polyethylene encasement shall be installed in accordance with ANSI A21.5/AWWA C105. PART 3 - EXECUTION 3.1 INSTALLATION A Reference Part 3 of Section 02713. END OF SECTION 02615ri h Eb-I U-N TUh Uli ('LU All U 11Y/H UULL I NS, VUKI;HAS MA NU. M C[ 1 b l U ( r. uel u i BID #5834 Addendum #1 Bid Schedule Proleet: ' Ziegler Road Widening Project Date: 07/0212004 W Unit Unit Cost item CCU SpeWINm Description GEsurar Nxrmeer Ziegler Read Wldenina Quantiti0v LF 8. 00 2,088.00 202-01 Remove Pipe (RCP, CMP, ADS.HDPE) SY 1 20 7. 0 202.02 Remove Asphalt Pavement (0' . 2' Depth) .04 SY . 2. 50 7,705.00 202.03 Remove Asphalt pavement (6• -10- Depth) 3.092 3,062 1.50 769.50 202.04 Saw Cut Existing Asphalt 613 LF BY 10.50 QQ 202-05 Remove Rip -Rap 60 _�30, 202-06 Remove Concrete Irrigation Ditch (3.76-wide x 1.75' deep) 1.460 LF _ 1.35 1,971 • 00 202-07 Remove Concrete Weir, Flume). Supports and Pipe 1 LS 1 450. 00_ � �n - 1 0 450 - 00 202-08 Remove Fence (Barbed Wire) Three Strand 254 LF 355.60 202-09 Remove Type Ill Barricade at the Kechter Intersection 1 EA r�1.40 100. 00 `00 . 00 100.00 202-10 Remove Storm Sewer Manholes 2 EA 600.00 2200.00 2,200.00 202-11 Abandon 3W Domestic Water Tap (FCLWD spec) 1 1 EA LS 2500. 00_ 2,500, QQ 202-12 Removal of debris and overgrowth _ 203-01 Unclassified Excavation 3,35S CY 2.00 6,710. 00 203-02 Embankment • (CIP) 4.260 cY .85 3,621.00 203-03 Borrow Suitable Fill Material (CIP) 910 cY 5. 0Q 4,550.00 203-04 maul a Dispose 300 eY 3.50 1 .0 50.00 203-05 Borrow ABC (Class 5 or 6) - (CIP) 175 TON 10.00 1 50 - 00 203-06 Muck Excavation -(CIP) 626 CY 5.50_ 3.55 3,443.00 6, 390.00 203-07 Topsoil - (Stripping. Stockpiling, Placing) - 6• Depth 11800 CY 4.65 2.762.10 203-08 Topsoil -(Stripping. Haul Off -Site) 594 CY SF 1. 20. 20 1.140.00 203-09 Median hlardscape Shaping - (CIP) 960 203-10 Flow Fill Shallow [lines 260 LF 27.OQ 3350.00 6 - 750t.00 3,350.00 203-11 Detour Road (110'x 26) 1 LS LS 900.00 900.00 203-12 Potholing 1 1 LS 1500.00 1 50100 208-01 Erosion Control _1 21041 Adjust Manhole Ring/Cover 9 EA 2 5,0 - 00 _ 2 , 5 0-00 200.00 200, 00• 210-02 Plug Existing 21' Opening 1 EA 210-03 Adjust Valve Box (FCLWD) 8 EA 1 65. 00 1-- 320. 00 210.04 Relocate Mailboxes (Provide Temporary Service) 6 EA 7 5 _ 0R 450 - n0 304-41 - Aggregatt Base Course - (Class 5 or 6) . 6' Depth - (CIP) 3,105 'TON _ 10.70 33,223.50 304-02 Aggregate Base Course Patch Placement • (Class 5 or 6) - 6' Depth • (CIP) 171 TON 12.60 2,154.60 306-01 Reconditioning (8') 6,072 SY .80 __ 4. 857 La __ 307-01 Flyash Subgrade Stabilization - (12%) 9,239 SY 4.45 41 r 113.55 __ 403-01 Hot Bituminous Pavement • Grading S (3' Depth) - (PG 64-28) 1.689 TON 35 . 6-) 60, 212,i5_ 403-02 Hot Bituminous Pavement - Grading S (2" Depth) - (PG 64.28) 754 TON 36 . _31 _-17 7 , 377 -7 403-03 Hot Bituminous Pavement - Grading SG (4" Depth) - (PG 6422) 2.252 TON 29.30 403-04 Asphalt Paver Patching - Grading S (3" Depth) - (PG 64-28) 50 TON Fi5 . M_ 403.05 Asphalt Paver Patching -Grading SG (4" Depth) - (PG 84-22) 99 TON 67.00 6, {731� 00 403-06 Asphalt Patching.. Grading SG (4' Depth) - (PG 64.22) 10 TON ::En n - nn ) , 400-in 40307 Asphalt Patching - Grading S (3' Depth) - (PG 64-28) 33 TON 110 • Q.Q•, OQ 506-01 10' x 6' x T Type D-50 Rip -Rap. 6' Topsoil ('CIP Per Detail) 1 LS 450.00 450_00 603.01 24' RCP Class Ill 176 LF 38. 00 603-02 ')A RCP Class III FES with Grate 1 EA 675. 00 675.00 603-04 14' x 23" HERCP 68 4 LF EA _ 119.00 125.00 7 „820 - 00 5Q0.00 603-05 Concrete .joint Encasements --• 603-06 30" PIP Irrigation Pipe 1.34E LF 43 • �Q 800.00 58 85 • n0 800. 00 601,07 Tie Into Existing 42" Stonn Sewer Line (for 14x23 HERCP) 1 EA - 603-08 4•PVC Schedule 200 Irrigation Sleeving 300 LF 10.50 _3 .15100 603-09 Modify Siphon Structure 1 LS 3950.00 3,950.00 SECTION 02622 PLASTIC PRESSURE PIPE PART 1- GENERAL 1.1 DESCRIPTION A. This section addresses plastic pressure pipe and includes the acceptable materials and construction practices which may be used in the installation of plastic pressure pipe. All pipe shall be fiunished complete with all fittings, specials, and other accessories. _ _ 1.2 PRODUCT DELIVERY, STORAGE AND HANDLING A. Handling. 1. Pipe shall not be handled in a manner which will cause damage to the pipe. 2. Pipe or fittings shall not be dropped. 3. Care must be taken to prevent damage to the pipe and fittings by impact, bending, compression, or abrasion. 4. Damaged pipe or fittings shall not be installed. B. Storage. 1. Lubricant shall not be stored or handled in a manner which will cause contamination to the lubricant. 2. Rubber gaskets shall be stored in a location which protects them from deterioration. 3. Pipe shall be stored in accordance with the manufacturer's specifications. 4. Pipe shall be stored on a surface which provides even support for the pipe barrel. a. Pipe shall not be stored in such a way as to be supported by the bell. 5. Pipe which exhibits any signs of ultraviolet deterioration shall not be used. 02622-1 PART 2 - PRODUCTS 2.1 PLASTIC PRESSURE PIPE A. The only sizes of plastic pressure pipe which will be allowed are four (4) inch through twelve (12) inch (inclusive). B. All plastic pressure pipe shall be manufactured in accordance. with AWWA C900. C. The outside diameter of plastic pressure pipe shall be based upon equivalent outside diameters of ductile iron pipe. D. Plastic pressure pipe shall be Class 150, with a dimension ratio of IS (DR 18). E. All joints on plastic pressure pipe shall be push -on, using an integral bell with an elastomeria-gasket. F., All plastic pressure pipe shall have a nominal laying length of 20 feet. 1. Random pipe lengths are not acceptable. 2.2 FITTINGS A Reference Section 02615. 2.3 COUPLINGS A Reference Section 02615. 2.4 TRACING WIRE A Tracing wire shall be a standard, single, 12 gauge, insulated solid copper wire buried directly with the pipe. 02622-2 2.5 ACCESSORIES A Joint restraining devices. 1. Push -on and mechanical joints may be restrained with the use of: a. Megalugs, EBAA Iron Inc. b. Um -Flange, Uni-Flange Corp. C. Approved equal PART 3 - EXECUTION 3.1 INSTALLATION A. Reference Section 02713. B. PVC pipe shall not be installed when the air temperature or the soil temperature is 32 . degrees F .or less, unless otherwise approved by the District. C. Plastic pressure pipe shall be installed with tracing wire. 1. Tracing wire shall be attached to the top. of every piece of pipe with tape to prevent movement or damage during backfill operations. 2. Tracing wire shall be brought to the surface on the inside of every valve box a. Ten (10) feet of wire shall be installed along the inside of the valve box b. Tracing wire shall not be attached to the valve boat. i. _ The excess wire shall be coiled at the top and inside of the valve box 3. If plastic pressure pipe is being connected to any type of pipe other than plastic, the tracing wire shall extend to the nearest existing valve box. END OF SECTION 02622-3 No Text JUL94 SECTION 02641 VALVES PART 1- GENERAL 1.1 DESCRIPTION A. This section addresses valves, valve operators, valve boxes, and valve appurtenances used for water distribution lines. 1.2 PRODUCT DELIVERY, STORAGE, AND HANDLING A. Precautions shall be taken to prevent damage to materials during delivery and storage. B. Valves shall be stored.off of the grmmd and away from materials that could contaminate potable water systems. C. Precautions shall be taken to keep all joints and internal parts clean. PART 2 - PRODUCTS 2.1 GENERAL A. All valves shall open counter -clockwise (left). 1. All nuts and bolts shall be high -strength, low -alloy COR-TEN, manuf icdued in accordance with ANSI A21.151AWWA C115. B. All buried valves shall have a two (2) inch square operating nut. 1. All operating nuts shall be painted black. C. Any valve which will be placed in a vault, shall have a valve operator which is specifically approved by the District. 02641-1 2.2 GATE VALVES A. All gate valves shall be a resilient seat type and manufactured in accordance with AW WA C509. 1. All gate valves shall have an epoxy coated interior. 2. Acceptable manufacturers of gate valves are: a. Mueller b. Clow c. Waterous d. M &. H e. " American AVK f. There will be no substitutions allowed. B. All gate valves shall be provided with two O-ring type stem seals, in accordance with Section 4.8 of AW WA C509. C. The operating nut on all gate valves shall be between four (4) and five (5) feet below finish grade. 1. Kin order to achieve the operating nut depth noted above, it is necessary to use a riser stem, the riser stem shall be pinned. 23 TAPPING VALVES A. All tapping ram" be resilient seat type and manufactured in accordance with AW WA C509 B. All tapping valves shall be provided with two O-rmg type stem seals, in accordance with Section 4.8 of AW WA C509.. C. All tapping valves shall be equipped with an alignment ring on the flanged side of the valve. 2.4 BUTTERFLY VALVES A. Butterfly valves shall be used when the pipe is larger than twelve (12) inches in diameter. B. All butterfly valves shall conform to AW WA C504. 1. All butterfly valves shall have an epoxy coated interior. 2. All flanged butterfly valves "be the short body type. 02641-2 3. All butterfly valves shall be Class 150B. 4. The operator torque shall be as specified in Appendix A, of AW WA C504. 5. Acceptable manufacturers of butterfly valves are: a. Mueller b Pratt c. Centerline d. M&H e. Keystone f. or approved equal 2.5 VALVE BOXES A. Main Line Valves 1. Valve boxes shall be Tyler 5 1/4 inch shaft, screw type with the word "WATER" cast into the lid 2. Valve box bases shall be: a. Tyler 6860 series with a #6 base b. Tyler 6850 series c. or approved equal B. Service Line Valves 1. All valve boxes which will be used as service line curb stops (3/4" to 2'), shall not be located under driveways. a. Reference Section 02646. 2. Valve boxes for service line valves which are four (4) inch or larger, shall be Tyler 5 1/4 inch draft, screw type with the word "WATER" cast into the lid 02641-3 2.6 AIR RELIEF/VACUUM RELIEF VALVES A. Reference the "Typical Air and Vacuum Relief Valve installation" drawing .in the appendix. B. Materials and Construction. 1. Air relief and vacuum relief valves shall have an integral type assembly which will fimction both as an air release and vacuum valve. 2. All air relief and vacuum relief valves shall be rated at a working pressure of 150 psi. and a minimum hydrostatic test pressure of 250 psi. 3. The size of air relief and vacuum relief valves shall be as noted on the Construction Drawings. 4. Taps for air relief valves and vacuum relief valves shall be made as indicated on the Construction Drawing, unless otherwise directed by the District. 5. All piping shall be brass. 6. Connections: a. The inlet connection for air relief and vacuum relief valves shall be a minimum two (2) inches in diameter conforming to AW WA C800. b. Comiections .m the outlet side of air relief and vacuum relief valves shall be threaded and shall be protected to minimize entry of debris and dirt into the valve. 7. The body of all air relief and vacuum relief valves shall be either cast iron, conforming to ASTM A48-Class 35A, or ductile iron, conforming to ASTM A27-GR U60-30. 8. The working parts and seats of air relief and vacuum relief valves shall be brass, stainless steel, or other non -corroding material. 9. The float of air relief and vacuum relief valves shall be stainless steel. 10. All air relief and vacuum relief valves shall be water & to a pressure of 200 psi. C. Manufacturers 1. Acceptable air release and vacuum relief valves, and their manufacturers are: a. APCO Combination Air Release Valve, by Valve and Primer Corporation. b. Crispin Universal Air Valve, by Multiplex Manufacturing. c. CAV Combination Air Release and Vacuum Valve, G.A. Industries Inc. 02641-4 2.7 CHECK VALVES A. Acceptable check valves and their manufacturers are; 1. G.A.1ndustries, Inc., 250 D with renewable bronze seat. 2. American Darling, 52 SC. 3. Mueller, "Detector Gravity". 4. Watts 5. or approved equal B. All check valves shall be rated at a working pressure of 150 psi. PART 3 - EXECUTION 3.1 INSTALLATION A. Valves and valve boxes shall be examined for cracks, dents, abrasions, and other flaws prior to installation. 1. Defective valves and valve boxes shall be marked and removed from the site. B. Valves 1. With the exception of tapping valves, flanged valves shall not be buried. 2. The valve shall be installed in such a manner that the operating nut is perpendicular to the ground surface. 3. The joined valve shall be supported in place an compacted granular material. a. Reference Section 02221. C. Tapping Valves. 1. Tapping valves shall be installed in accordance with the manufacturers recommendations. 2. Tapping valves and sleeves are to be air pressure tested to .125 psi, no leakage for 5 minutes, prior to proceeding with the wet tap. 02641-5 D. Valve Boxes. 1. Valve boxes shall be installed on all buried valves. 2. Valve boxes shall be installed so that no stress is transmitted to the valve. f 3. Valve operators which are mounted to one side of the valve, shall be located to the south or west of the valve. 4. Valve boxes which are to be set over the valve shall be centered, plumb and directly over the operating nut and valve with the top of the box on grade. a. The soil around thevalve box shall be carefully compacted around the barrel, with hand' equipment, to minimize misalignment and the settling of.the backfill. b. Other valve box types shall be adjusted as required on the Construction Drawings. 3.2 AIR RELIEFIVACUUM RELIEF VALVES A. Air relief and vacuum relief valves shall be installed at high points, and as shown cm the Construction Drawings- B. Air relief and vacuum relief valves shall be installed in accordance with the "Typical Air and Vacuum mn Relief Valve Installation" drawing, in the appendix, and as modified on the approved Construction, Drawings.. 33 PRESSURE REGULATING VALVES A. Pressure regulating valves shall be evaluated on a case -by -case basis. 3A OPERATION A. Valves which have been accepted by the District, shall be operated by District personnel only. END OF SECTION 02641-6 - FEB-IU-N TUE UH:�U Aft U1TY/F'I' UULLINS, YUKUHAS hAX NU. yIU C?Ib[U( F. UJ/U ( Project: ' Ziegler Road Widening Project Date: 02107J2004 Sp«mem E6dmated Unit Unit Cost Item cat 0eeeNtion Gwndty Number 3 iA 1550.00 4,650. 0 603.11 Air release valve 27 nserStea 1 !.A 2550.00 2,550.00 604.01 5' Type R Inlet 1 EA 3808.00 . 3, 08.00 604-02 15- Type R Inlet 1 EA 2600.00 _ 2.600.00 804.03 6' Manhole 1 EA 800. 0 800.00 604.04 Tie Into Irrigation Structure 607.01 Orange Safety Pence 1,400 LF 1-6 6 --2'.W`00 608.01 Concrete Sidewalk (60) 15,444 SF 2.45 37,837.80 608-02 Concrete Access Ramps with colored landings (31 1,000 SF 5. 00 5,000.0 GO6-03 Concrete Crosspan with Aprons (9 1rz) Boo SF 5.50 4,400.00 608.04 Hi -Early Concrete (24 Hour) 150 CY 10. 00 1. 500 , 00 608.05 Flowable Fill Concrete 342 CY 608-06 Exposed Aggregate Median HardilCdping (4-) 950 SF 5 _ 35 5 0 082. 50 60&07 Pedestrian Refuge Island 100 SF 11 2 5 32 5. 00 60941 Vertical Curb & Gutter (30") 3.944 LF 8.6 34.115. 60 609-02 Outfall Curb & Gutter (18`) 288 LF 8.90 2 .288.00 609-03 Thermal Blankets for Concrete Irrigation Ditch Placement 1,000 2 LF EA .. a5 1350.00 350.00 2.700.00 60945 Driveway Curb cuts (25' width) LF 1 9. 50 975.00 609-06 R & R vertical Curb and Gutter 60 1- 50 609-07 R & R Concrete Sidewalk 100 SF Subtotal Ziegler Road Quantities: s 534,682.54 Atlen Inc. Quantities: 603-03 19* x 3W HERCP LF $ 25'00 - 1.00 --^- 609-04 Concrete Irrigation Ditch (Per Detail) 1,400 LF $ 15.00 21.000 Subtotal Aden Inc. Quantities: S 22,000.00 Landscaping Quantities: 290"1 Native Seeding 5 Acre 30. 0 �3j150. 00 Subtotal Landscaping Quanttties: S 3 - 150. 00 Miscellaneous Quantities: 1.00 LS 6100.00 6,100.00 Contract Bond 1.00 LS 00 _ 61600. 00 625..01 Construction Surveying 1.00 LS __6600. 5500, 0 5. 500. 00 625-01 Mobilization _ 630-01 Two (2) Message Boards 7.00 DAY _'190. 00 2 , 450. 00 630-02 Flagging 300.00 HR 99000 _-6.-6jn0.00 M-03 'Traffic Control 1.00 L.S7Q Sn..(,l0 7 , gS�..IIO Subtotal Mise_Quantitios: s 35,200.00 TOTAL PROJECT a 3 595,032.54 _Fi v H lndred Ninety Five Thousand Thirty Two Dollars --F, fry Frnlr _� Cents ITNE NAQz Signature Date JUL94 SECTION 02644 PART 1- GENERAL 1.1 DESCRIPTION A. This section addresses dry -barrel fire hydrants and includes the acceptable products, materials, and construction practices which may be used in the construction and installation of fire hydrants. 1.2 PRODUCT DELIVERY, STORAGE AND HANDLING A. Fire hydrants shall be handled, stored, and protected in such a manner as to prevent damage to. materials, coatings, and finishes. B. All fittings and joints shall be kept free $om dirt, oil and grease. PART 2 - PRODUCTS 2.1 GENERAL A All fire hydrants shall be manufactured in accordance with AWWA C502. 1. The fire hydrant valve, operating nut, and the nozzle caps shall open clockwise (right). B. The auxiliary gate valve on the hydrant lateral shall be a six (6) inch resilient seat gate valve with a valve box. If the operating nut on the auxiliary gate valve is more than six (6) feet below finish Wadi, a riser stem shall be used. 2. Reference Section 02641. C. The hydrant tee on the main line shall be a swivel tee. Tapping sleeves and valves are acceptablewhen connecting to an existing water main. 02644-1 D. Acceptable fire hydrants and their manufacturers are: 1. Mueller, No. A-423 2. Waterous Pacer, WB-100 3. M & H Style 129I 3. Clow Medallion, F-2545 5. American AVK 4. There will be no substitutions allowed. 2.2 MAITMALS AND CONSTRUCTION A. All fire hydrants shall be a dry -barrel type with.a break -away traffic flange, designed for a working pressure of 200 psi. B. All fire hydrants shall have a minimum main valve opening size of 5-1/4 inches. C. Shoe inlets shall be six (6) inches, with mechanical joint fittings. D. Fire hydrant laterals shall be buried a minimum of five (5) feet, unless specifically directed by the District. 1. The maximum bury depth for fire hydrant. laterals is (6) feet unless specifically approved by the District. E. The fire hydrant's pumper nozzle shall be 4-1/2 inches in diameter with four (4) threads per inch. 1. Pumper nozzle threads shall be right-handed and National Standard Thread. F. The fire hydrant's hose nozzles shall be 2-1/2 inch diameter with 7-1/2 threads per inch. 1. Hose nozzle threads shall be right-handed. G. Operating nut. 1. Reference specific fire protection authority as required. a. Poudre Valley Fire Authority 02644-2 b. Loveland Fire Protection District c. Windsor/Severence Fire Protection District H. All fire hydrants shall be painted yellow. 1. Contractor shall paint all fire hydrants prior to acceptance by the District. 2. Acceptable paint and it's manufacturer are: a. Sherwin Williams Industrial Enamel, OSHA Yellow, 6174072 B54 Y37 b. There will be no substitutions allowed. 2.3 HYDRANT GRAVEL A. Hydrant gravel shall be a well graded crushed stone or gravel, conforming to ASTM- D448, MOT #67, as listed below: PART 3 - EXECUTION 3.1 INSTALLATION A. All fire hydrants shall be installed in accordance with the "Typical Fire Hydrant Installation" drawing in the appendix, and as modified on the approved Construction Drawings. B. The Developer's Engineer shall provide offset staking for both vertical and horizontal control. 02644-3 C. The joining of laterals, valves, and hydrants shall be handled in the same manner as pipe. 1. The fire hydrant shall be installed vertically plumb with the pumper nozzle facing the direction shown on plans. a. The vertical distance from any finished surface to the centerline of the pumper nozzle shall not be less than eighteen (18) inches, nor greater than twenty two (22) inches. 2. The fire hydrant shall be set to the elevation staked, to insure that the bury line is at the final grade. D. All fire hydrants shall be supported on a minimum of eighteen (18) inches of compacted hydrant gravel. 1. The fire hydrant shall be supported with a concrete block. E. A concrete thrust block, with a minimum bearing surface area of four and one half (4-U2) . square feet, shall be placed behind the hydrant shoe. 1. A sheet of eight (8) mil polyethylene film shall be placed between hydrant shoe and concrete thrust block 2. Care shall be taken when placing thrust blocks so that hydrant drain holes remain free of obstructions. F. After pouring the thrust block, hydrant gravel shall be placed to a depth of twelve (12) inches above the hydrant shoe. 1. Hydrant drain holes shall remain free of obstructions. G. Fire hydrants which are placed in concrete sidewalks or pavement, shall maintain six (6) inches of horizontal clearance between the concrete and the hydrant barrel. 1. The space between the concrete and the barrel shall be filled with asphalt or gravel. H. There shall not be a post, fence, vehicle, growth, trash, storage, or other material or thing, within three (3) feet of a fire hydrant. 1. The ground surrounding the fire hydrant shall slope away from the hydrant at a minimum grade of 20/6, toward the street. I. After installation of the fire hydrant is complete, the Oil/grease reservoir shall be checked to insure that it is full. If it is necessary to fill the reservoir, it shall be filled with the oil/grease which is specified by the hydrant manufacturer. J.. If a hydrant is raised, no more than one (1) extension section can be used, unless approved by the District. 3.2 OPERATION A. Fire hydrants which have been accepted by the District, shall be operated by District personnel only. END OF SECTION 026aa-s I JUL94 SECTION 02646 SERVICE LINES, METERS AND APPURTENANCES PART 1- GENERAL 1.1 DESCRIPTION A. This section addresses the materials and installation of corporation stops, service lines, meters, meter setters and meter pits. 1.2 PRODUCT DELIVERY, STORAGE AND HANDLING A The product shall be handled, stored, and protected in a manner which will prevent damage to materials, coatings and finishes. B. All material shall be kept clean and free from dirt. 1.3 INSTALLATION OF SERVICE TAPS A . Unless prior permission is given by the District, only District personnel shall make service taps on mains which have passed final acceptance. B. The Contractor shall not make any taps without permission from the District. C. Reference the following typical drawings in the appendix and as modified on the approved Construction Drawings for services of less than 3-inches in diameter. 1. "Typical Meter Pit.Installation". 2. "Typical Curb Stop Installation". 3. "Interior Meter Setting - Basement". 4.. "Interior Meter Setting - Crawl Space". 5. "Standard Setting for 1-1/2" & 2" Meters". D. All taps shall be made with a tapping saddle in accordance with these specifications and the manufacturer's recommendations, unless otherwise approved by the District. 02646-1 E. Service taps on mains will be made only under the direct supervision of the District. The Contractor shall give forty-eight (48) hours advance notice to the District before a tap is made. H. The District reserves the right to make taps in lieu of the Contractor and the right to deny permission for any main to be tapped. I. Tapping equipment shall be of good quality, used for the purpose intended and used in accordance with manufacturer's instructions. 1. Reference Section 01600. 1.4 MADCMANCE AND CORRECTION A. The Contractor shall maintain and repair all service lines, meter pits, and any associated appurtenances which leak, were installed incorrectly, or otherwise prove to be defective, for a period of one (1) year after final completion and acceptance of the work — 1.5 METER PM AND VAULTS A. 3/4-inch and i-inch meters pits shall be installed by the contractor unless otherwise directed by the District. 1. Meter pits shall be twenty (20) inches in diameter for 3/4-inch meters and twenty four (24) inches in diameter for 1-inch meters, a minimum of forty eight (48) inches in length, and shall be constructed of rigid Poly Ethylene or approved equal. 2. Meter pit covers shall be constructed of aluminum with can iron outer lids and frost proof rubber inner lids. _ a. The minimum allowable opening for meter pit covers shall be eleven (11) inches diameter. b. All meter pit covers shall have a 27/32" worm -lock with a Standard Waterworks pentagon head. B. 1 1/2-inch and 2-inch meter vaults shall be installed by the contractor unless otherwise directed by the District. 1. Meter vaults shall be constructed from standard forty eight (48) inch inside diameter precast concrete manhole sections. a. Reference Section 03400. 02646-2 2. Meter vault covers shall be a minimum 4" aluminum manhole ring and cover with a twenty four (24) inch diameter opening unless approved, in writing, by the District. a. All meter pit covers shall have a 27/32" worm -lock with a Standard Waterworks pentagon head. b. All meter vault covers shall have the word "water" cast in the lid. 3. Water tight vaults shall be provided, unless otherwise indicated. C. 3-inch and larger meter vaults shall be installed by the contractor. Meter vaults shall be constructed from precast concrete box sections designed for H-20 bridge loading and water tight. a. Minimum vault dimensions for different size meters are as follows: 2. Unless it is otherwise specified, meter vault covers shall be a minimum 4" aluminum manhole ring and cover with a twenty four (24) inch diameter opening. a. All meter vault covers shall have a 27/32" worm -lock with a Standard Waterworks pentagon head. 3. Water tight vaults shall be provided, unless otherwise indicated. 4. Referece Section 2713, "Water Distribution System". 02646-3 PART2-PRODUCTS 2.1 TAPPING SADDLES A 3/4 inch, inclusive, through 2-inch, inclusive, tapping saddles shall be constructed of materials in accordance with one of the following descriptions: A bronze body with bronze double flat straps; A stainless steel body with stainless steel straps; Thread-O-Lets may be used for weld -on tap saddles for steel pipe; Nuts, bolts, accessories shall be in accordance with manufacturer specifications.. _ 1. Thread-O-Let saddle outlet threads shall be IP thread with insulated couplings, all other outlet threads on tapping saddles shall be "cc" type only. B. 3-inch and larger taps, see Section 2713 Tapping Sleeves. C. Acceptable manufacturers of tapping saddles are: 1. Mueller. 2. Ford. 3. Romac 4. 'Smith Blair 5. Thread-O-Let 6. There will be no substitutions allowed. 2.2 CORPORATION STOPS A. All corporation stops shall conform to AWWA C800. — 1. All corporation stops shall be constructed of brass. 2. Corporation stop inlet threads for tapping saddles shall be "cc" type only. 3. All corporation stop outlets shall use a compression connection. 0264" - SECTION 00400 SUPPLEMENTS TO BID FORMS 00410Bid Bond 00420Statement of Bidder's Qualifications 00430Schedule of Subcontractors 7/96 Section 00410 Page 1 4. Corporation stops shall be used for all taps which are two (2) inches and smaller. B. Acceptable manufacturers of corporation stops are: 1. Mueller. 2. Ford. 3. A Y. McDonald. 4. There will be no substitutions allowed. 2.3 SERVICE LINES A. Copper pipe shall be used for service lines which are less than two (2) inches. B. All copper services shall conform to the Appendix to AW WA C800. 1. The copper for copper services shall be Type K, only. C. Service lines two (2) inches and larger 2.4 , COUPLINGS A All couplings shall use a compression connection. B. Acceptable couplings and their manufacturers are. 1. Mueller, #H-15403. 2. Ford; #C44-"d". a. "d" equals the diameter of the service. 3. A Y. McDonald; #4758-22, or #4758T. 4. There will be no substitutions allowed. 2.5 CURB STOPS A All curb stops shall have compression connections at both ends. 02646-5 B. Curb stops shall be used for taps which are two (2) inches and smaller. C. Acceptable 3/4-inch and 1-inch curb stops and their manufacturers are: 1. Mueller, #H 15209 2. Ford; B44-333, B44-444 3. A. Y. McDonald; 6100 T, 6100-22 4. There will be no substitutions allowed. _ D. Acceptable 1 1/2-inch curb stops and their manufacturers are: 1. Mueller, #H 15209 2. Ford; B44-666 3. A. Y. McDonald; 6100 T, 6100-22 4. There will be no substitutions allowed. E. Acceptable 2-inch curb stops and their manufacturers are: 1. Mueller, #H-15209 2. Ford; B44-777 3. A Y. McDonald; 6100 T, 6100-22 — 4. There will be no substitutions allowed. — 2.6 VALVE BOXES FOR CURB STOPS A Acceptable valve boxes and their manufacturers are: 1. Mueller, -- #H-10334 for 3/4 inch and 1 inch #H-10396 for 2 inch — 02646.6 Ford: BA2-50-40-42R for 3/4 inch and 1 inch EA2-5040-42R (with CB-7) for 2 inch A Y. McDonald; 5607 (with 5607L) for 3/4 inch and 1 inch 5603 (with 5607L) for 2 inch 2. Approved equal. C, Valve boxes for three (3) inch and larger services. 1. Reference Section 02641 2.7 METER SETTERS A All 3/4 inch and 1 inch meter setters shall have a meter stop inlet valve with a Iockwing and an angle dual check valve on the outlet in accordance with the manufacturer's accessory options. The acceptable manufacturers are: 1. Ford. 2. Mueller. 3. There will be no substitutions allowed. B. All 1-1/2 inch and 2 inch meter setters shall have a meter stop inlet valve with a lockwing, built in locking by-pass and a dual check valve assembly on the outlet in accordance with the manufacturer's accessory options. The acceptable manufacturers are: 1. Ford. 2. Mueller. 3. There will be no substitutions allowed. 2.8 METER PITS A The acceptable manufacturers of 3/4-inch and 1-inch meter pits are. 1. Mid - States Plastics: High Density Polyethylene 02646-7 2. There will be no substitutions allowed. B. 1 1/2-inch and 2-inch meter pits. 1. Reference Section 03400 2. The acceptable manufacturers of meter pit covers for 1 1/2-inch and 2-inch meter ^ pits are- a. Casting Incorporated. b. Or an approved equal. PART 3 EXECUTION 3.1 GENERAL A The Contractor shall make all taps and install the service line to the curb stop box prior to disinfection and pressure testing of the water main. B. The Contractor shall adjust stop boxes and meter pits to the horizontal location and to the final grade as determined by the grade stake. 1. Grade stakes shall be a placed a minimum of five (5)feet from the location of the -- stop box. 2. Grade stakes shall not be disturbed prior to inspection of the service by the District. C. The Contractor shall mark the location of the water service with a chiseled "W , four (4) inches high, into the face of the curb and gutter. 3.2 CORPORATION STOPS -A. Taps shall not be made within two (2) feet of any joint or fitting. B. Taps shall be separated by at least two (2) feet (measured along the pipe length), even when taps are made on opposite sides of pipe. C. Taps which are made on the same side of the pipe and within ten 10 feet of each other (measured along the pipe length), shall be staggered fifteen degrees. D. Taps in Ductile Iron pipe. 1. Corporation stops shall be installed by means of a direct tap or a tapping saddle unless otherwise indicated on the Construction Drawings or directed by the District. E. Taps in PVC pipe. Corporation stops shall be installed by means of a tap saddle unless otherwise indicated on the Construction Drawings or directed by the District. 3.3 SERVICE LINES A. All service lines shall be a minimum of 54 inches and a maximum of 66 inches below the final grade. B: There will be a maximum of one coupling per service, between the main and the curb stop. Service lines (3/4-in. through 2-in.) shall be uniform in size from the corporation stop to five (5) feet past the meter pit; or the curb stop, if the meter is set inside the building. C. When backfilling the service trench, sand shall be used .under and six (6) inches above the gooseneck at the service connection. 1. Sand shall conform to. ASTM C 33. D. Service trenches shall be subject to compaction specifications. Reference Section 02221. 02646-9 3.4 CURB STOPS A The Contractor shall adjust the curb stop box to 1/2-inch above final grade prior to final inspection- B. Curb stop box shall be fully extended. C: Curb stop box shall be plumb. D. There will be no major landscaping (trees, shrubs, boulders, etc.) or structures (retaining walls, etc.) within four (4) feet of the meter pit or vault. ^ E. All tees, connections, and couplings shall be a minimum of five (5) feet from the meter box, pit or vault on the outlet side. 1. There will be no tees, connections and couplings installed between the curb stop and the meter setter or copper horn 3.5 METER PITS AND VAULTS A. Exterior meter settings shall be installed according to the manufacturers recommendations, and in accordance with the "Typical Meter Pit Installation" or the "Standard Setting for 1- 1/2" & 2" Meters" drawings in the appendix. B. Meter pits and vaults shall not be installed in any street, alley, parking area, driveway, or sidewalk. C. There will be no major landscaping (trees, shrubs, boulders, etc.) or structure (retaining wall, etc.) within four (4) feet of the meter pit or vault. ^' D. The ground surrounding meter pits and vaults shall slope away from the lid at a minimum grade of two (2) percent, toward the street. E. There will be no plumbing connections inside the meter pit or vault. F. All tees, connections, and couplings shall be a minimum of five (5) feet from the meter box, pit, or vault wall, and on the outlet side. G. The meter box, pit or vault shall be adjusted to one-half (1/2) inch above final grade if the surrounding grade is changed. 02646-10 H. Concrete meter vaults. 1. Reference Section 2713, "Water Distribution System". 3.6 INTERIOR METER SETTINGS A. Interior meter settings shall be installed in accordance with the following Typical Drawings in the appendix. 1. "Typical Curb Stop Installation". 2. "Interior Meter Setting - Basement". 3. "Interior Meter Setting - Crawl Space" B. If the water service is to enter the house through the floor, a minimum of four (4) inches of concrete or twenty four (24) inches of soil shall cover the water service from the edge of the foundation to the vertical riser. The vertical riser shall.be installed under a heated portion ofthe residence. 2. The vertical riser shall be insulated from the point of connection with the horizontal service to the floor of the building. a. The insulation shall provide a minimum of four (4) inches of cover on all sides of the water service. C. Any meter setters which are placed in a heated crawl space, shall be installed no more than five (5) feet from the entrance to that crawl space. D. All meter setters shall be installed so that the meter is in a horizontal position. 1. The meter setter shall not be installed above a hot water heater. E. A clear and unobstructed access of not less than twenty four (24) inches by twenty four (24) inches shall be provided so that the meter setter can easily be reached. F. All tees and connections shall be at least two (2) feet from the meter setter valve, on the outlet side. G. With the exception of the curb stop, there shall be no connections made between the water main and the meter setter. 02646-11 H. A 1/2-inch conduit shall be installed from the meter setter to the remote reading point. 1. The conduit shall be either PVC, schedule 40; or EMT. 2. There shall be no more than 75 feet of conduit between pull boxes. a. There shall be no more than 4 (four) 90-degree bends between pull boxes. 3. The remote reading point shall be a recessed electrical box with a blank cover. a. The recessed electrical box shall be mounted on the outside wall of the _ building, 5-1/2 feet above the ground and within four (4) feet of the electrical meter. J. A 4 conductor, 18 gauge, solid wire shall be installed with five (5) feet of wire coned at each connection. 3.7 INSPECTION A. The Contractor shall insure that the curb stop, corporation stop, and any couplings remain exposed until after the inspection and the approval for back6ll is given by the District. B. All tap and service inspections shall be scheduled with the District. -' 1. A minimum of 48 hours notice is required on all tap and service inspections. C. The water shall be turned on at the curb stop by the District, only after the service line, curb stop, stop box, and meter setting is approved. ^ END OF SECTION 02646-12 JUL94 SECTION 02713 WATER DISTRIBUTION SYSTEM PART 1- GENERAL 1.1 DESCRIPTION A. This section addresses the installation of water distribution mains, and includes the acceptable products, materials, and construction practices which may be used in the installation of water distribution mains. 1.2 QUALITY ASSURANCE A. Water system installations shall conform to the regulations ofthe Colorado Department of Health, and the Water Quality Control Commission. B. Construction staling. 1. Reference Section 02221. C. Horizontal alignment shall not be deviated from by more than six (6) inches. D. Vertical alignment shall not be deviated from by more than three (3) inches, as measured fiom the pipe invert. E. The minimum effective area ofthrust blocks, shall be as specified in "Standard Concrete Thrust Blocks" drawing in the appendix. 1.3 PRODUCT DELIVERY, STORAGE AND HANDLING A. Reference Sections 02615, 02622, 02641, 02644, 02646 1A JOB CONDITIONS A. Foreign material, including trench water, shall not be permitted in the pipe. B. Debris, tools, clothing, or other material shall not be permitted in the pipe. C. In order to prevent water, debris, and animals from entering the pipe, the open ends of the pipe shall be phrgged with a restrained, watertight plug when pipe laying is not in progress. D. Effective measures shall be used to prevent upliftg or floating of the pipeline prior to completion ofthe.backfilling operations. 02713-1 E. Pipe shall not be installed under the following conditions: 1. When the trench contains water. 2. When weather canditicns are unsuitable. a. Temperature is less than 10° Fahrenheit. District written approval is required when the temperature is 32* Fahrenheit or less. b. Snowing heavily. C. Raining heavily. d. High winds. 3. When the trench bottom is unstable. F. Pipe and appurtenances shall be protected against dropping and damage. 1. Pipe and appurtenances shall not be used ifthey are damaged. PART2-PRODUCTS 21 PIPE A. The same type of pipe material shall be used for each size pipe. 1. Pipe material shall not be interchanged, except where another type of pipe material is specifically indicated. B. Reference Section 02641. 2.2 VALVES A.. Reference Section 02641. 23 HYDRANTS A. Reference Section 02644. 02713-2 SECTION 00410 BID BOND nmXW ALL MEN BY THESE PRESENTS, that we, the undersigned Construction. Inc, as principal, and Euployers Hatua MOnxas Surety, are hereby held and f bound uto�the C t of ort Collins, Co orado as OWNER in the sum of $ o & E9 - --- -- for the payment of which, well an truly to a made, we hereby jointly and severally bind ourselves, successors, and assigns. THE CONDITION of this obligation is such that whereas the Principal has submitted to the City of Fort Collins Colorado the accompanying Sid and hereby made a part hereof to enter into a Construction Agreement for the construction of Fort Collins Project, ZIEGLER ROAD WIDENING PROJECTr BID No. 3834, NOW THEREFORB, (a) If said Bid shall be rejecteq, or (b) If said Bid shall be accepted and the Principal shall execute and deliver a Contract in the form of Contract attached'hereto (properly completed in accordance with said Bid) and shall furnish a BOND for his faithful performance of said contract, and for payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the Agreement created by the acceptance of said Bid, then this obligation shall be void; otherwise the same shall remain in force and effect, it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its BOND shall be in no way impaired or affected by any extension of the time within which the OWNER may accept such Bidt 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. i 7/96 -Section 00410 Page 2 2.4 BLOW -OFFS A. M & H Style 33 B. Mueller A411 C. Or approved equal. 2.4 SERVICE LINES, METERS, APPURTENANCES A. Reece Section 02646. 2.6 TAPPING SLEEVES A. Tapping sleeves and valves are required for connections to existing distribution mains unless otherwise indicated on the Construction Drawings. B. Tapping sleeves for PVC and Ductile Iran pipe shall be a stainless steel construction with a ductile iron flange, Acceptable manufacturers are: 1. ROMAC 2. Ford 3. Approved equal. C. Tapping sleeves for Steel pipe shall be a weld -on type approved by the District. 2.7 CONCRETE VAULTS AND MANHOLES A. Mortar. 1. Mortar shall be Sand -Cement grout using the following ratio: a. One (1) part Portland Cemeat; conforming to ASTM C 150, Type LIU b. Two (2) parts sand; conforming to ASTM C144. c. One half (1/2) part hydrated lime; conforming to ASTM C207, Type S. 02713-3 B. Grout 1. Grout shall be one of the following: a. Pre -mixed non-metallic grout; acceptable types and manufacturers listed below: �- i. Master Builders; "Embeoo Mortar". I Sonnebom; "Ferrolith G D.S. Redi-Mixed". in. Approved equal. _ b. Job -mixed groat shall use the following ratio: i. One (1) part Portland Cement; conforming to ASTM C207, Type UII. H. One (1) part sand; conforming to ASTM C144. In. One (1) part shrinkage correcting aggregate. Acceptable types and manufacturers are: - Master Builders; "Embeco Aggregate". r Sonnebom; "Ferrolitlr G D.S." Approved equal. C. Steps 1. All steps shall be made of one .of the following materials: a. Aluminum. b. Copolymer polypropylene plastic conforming to ASTM C478 and ASTM C497. C. Acceptable steps and their manufacturers are: L Neenah; R-1982 W. U. M. A. Industries; PS-2 PFS. d. All steps shall be spaced twelve (12) inches apart (O.C.). e. The maximum distance from the cover to the top most step shall be twenty four (24) inches. 02713-4 f. The maximum distance from the bench of the manhole to the lowest step shall be eighteen (18) inches. D. Pipe Penetration seals. L Acceptable seals and their manfacturers: a. LINK -SEAL; Thunderline Corp. b. Approved equal. PART 3 - EXECUTION 3.1 INSPECTION A. Pipe barrel and fittings shall be free of dirt or other foreign objects prior to installation. B. Pipe and fittings shall be inspected for cracks, darts, abrasions or other flaws prior to installation. C. Pipe and fittings with damaged linings or coatings shall be rejected. 1. Defective pipe shall be marked and shall not be removed from the site unless approved by the District. 3.2 PREPARATION A Trenching, bacld'illing and compaction. 1. Reference Section 02221. B. Connections. 1. The location and elevation of the existing pipe shall be verified prior to construction. D. Joints Dirt, oil, grit, and other foreign matter shall be removed from the inside of the bell and outside ofthe spigat. 2. A thin film of lubricant shall be applied to the inside of the gasket and the spigot end of the pipe, per the menu achner's r elation. 3. The lubricated joint shall be kept clean until joined. 4. The pipe shall have a depth mark prior to the assembly to insure that the spigot end is inserted to the proper depth of the joint. 02713-5 5. Stabbing the pipe shall not be allowed. 6. Previously completed joints shall not be disturbed during the jointing operation. 7. All joints shall be watertight and free from leaks. S. After the initial acceptance of the water main, the Contractor shall be responsible for the repair of any leak, resulting from improper workmanship or materials, which is discovered within the one (1) year period. 33 PIPE INSTALLATION A. All pipe shall be installed with the bells pointing in the direction that the work is progressing. B. The Contractor shall employ effective measures to prevent the opening of joints during bedding and backfilling operations. 1. Bedding material shall not be dropped onto unsupported pipe, which has been set to alignment and grade. C. The joint shall be completed in accordance with the pipe material specification, and the pipe shall be adjusted to the correct line and grade as each length of pipe is placed in the trench. 1. Pipe shall be laid and maintained at required limes and grades as specified in the approved Construction Drawings. _ D. Ductile iron pipe shall be installed with polyethylene encasement. E. Tracing wire shall be installed with PVC pipe. 1. Reference Section 02622 F. The pipe shall be secured in place with the specified bedding consolidated under and around the Pam• G. The pipeline shall be installed so that a uniform positive or negative grade is maintained between the designed high and low points. H. The minimum depth of cover shall be five (5) feet from the finished grade to the top of the pipe, accept as otherwise indicated on the Drawings. . I. The mmorrai a depth of cover shall be six (6) feet from the finished grade to the top of the pipe, except as otherwise indicated on the Drawings. 02713-6 J. Concrete encasement shall be provided where indicated on the Construction Drawings only. Written Distrid approval is required for all other cases. Cast -in -Place Concrete. a. Reference Section 03300. 2. At any location where water mains cross sewer lines and there is less than 18-inches of vertical clear distance, the crossing shall be constructed by one of the following methods: a. One length of pipe, with a laying length of 18-feet, or greater, shall be installed. The pipe shall be centered on the crossing such that no pipe joints are within ten (10) feet. H. Any joint within ten (10) feet of the centerline of the water pipe, as measured perpendicular to that pipe, shall be encased in six (6) inch reinforced concrete 3. Suitable bacldll or other structural protection shall be provided to prevent settling or failure of the higher pipe. 3.4 THRUST RESTRAINT A. Anchorage and blocking. Reference the "Standard Concrete Thrust Blocks" drawing in the appendix. 2. Concrete thrust blocks and anchors for preventing pipe movement shall be provided at all mechanical joint plugs, wyes, tees, crosses, bends which deflect 11-1/4 degrees or more, reducers and valves. 3. The minimum size of thrust, blocks and thrust anchors shall be determined from the table in the "Standard Concrete Thrust Blocks" drawing in the appendix 4. The concrete thrust block bearing surface shall be excavated into undisturbed soil. a. All loose soil shall be disposed of, and the location where the thrust block is to be poured shall be carefully shaped to provide a uniform bearing surface of the required size. b. The concrete thrust block bottom shall be gat, and sides shall be vertical. C. If soil is to be disturbed, making a concrete thrust block or thrust anchor unusable, alternate restraining systems must be approved by the District prior to pipeline installation. 02713 7 5. The concrete thrust block shall be formed to provide access to fittings, valves and hydrants. 6. The concrete thrust block shall be extended from the fitting or valve to be blocked, to solid undisturbed earth. a. . Concrete thrust blocks shall be constructed so drat joints and drain holes are clear and �- accessible. 7. Concrete shall be separated from fittings, valves and hydrants by as 8 mil polyethylene film. a. Concrete shall not be poured directly an or over fittings, nuts, bolts, flanges, etc.. 8. The District shall be notified 24 hours before concrete is placed. B. Restraining Devices 1. If concrete thrust blocks cannot be used for any reason, push -on and mechanical joints may be restrained with mechanical restraint systems. 2. The Engineer shall determine the length of pipe to be restrained for each situation where mechanical restraint systems are installed. ^ 3. Approved mechanical restraint systems are. a. Megalugs, EBAA Iron, Inc b. Uni-Flange, Uni-Flange Corp. C. Approved equal 3.5 INSTALLATION OF PIPELINE APPURTENANCES A. Valves, meters, hydrants and other appurtenances to the water distribution lines shall be installed at the locations shown on the Construction Drawings. or as approved by the District to accommodate field conditions. 1. Measureme is of the actual location of appurtenances shall be made prior to backfilling for recording in the Project Record Drawings. B. All dead-end water limes will be phngged and have a thrust block poured against the plug. 1. Dead-end water lines that will be extended in the fnWr% shall have a valve which controls that section of waterline left in the on position. 02713-8. C. Blow -offs will not be allowed to be permanently installed on dead-end water lines unless otherwise approved by the District. 1. Dead-end water lines, which have services, shall have a fire hydrant at the end of the waterline to facilitate the discharge of air and water from the waterline. a. if the waterline is to be extended in the firture, the fire hydrant may be installed temporardy, until the extension occurs. D. Blow -offs which are installed by the Contractor during construction_ shall be abandoned at the main prior to acceptance of the waterline. B. Install marker posts at all line valves, air valves, and at intervals not to exceed 1,000 feet as determined by the District. 3.6 PROTECTION OF METAL SURFACES A. if the supplied material has not been factory coated, or the coating has been damaged by installation, the material shall be protected by one of the following methods: Two coats of coal tar paint shall be applied to ferrous metal rods, rebar, clamps, bolts, nuts and other accessories which are subject to submergence or contact with earth or fill material, and are not encased in concrete. a. The first coat of coal tar paint shall be applied to a dry, clean surface. b. The first coat of coal tar paint shall be allowed to dry before the second coat is applied- 2. Ferrous metal rods, rebar, clamps, bolts, nuts and other accessories which are subject to submergence or contact with earth of fill material, and not encased in concrete shall be protccted with coal tar paint or a rubberized spray -an undercoating, and wrapped by a mininamn 8 mil polyethylene film. a: The rubberized spray -an undercoating shall be either. NAPA: Mac's Rubberized Undercoating a. Tite-Seal Rubberized Undercoating Hi. Or approved equal. 02713-9 3.7 CONCRETE MANHOLES AND VAULTS A. Manholes/vaults shall be constructed at the location and elevation indicated on the approved Construction Drawings, or as directed by the Systems Engineer to accommodate field conditions. 1. The location of manholes/vaults shall be referenced by the Design Engineer, to a minimum of two permanent surface references, and recorded of the Record Drawings. 2. Water tight seals shall be installed at all Pipe Penettatims• B. The manholetvault shall be set plumb. 1. Precast concrete adjustment rings shall be used to bring the ring and cover to grade. a. The total height from the top of the manhole/vault to the finish street grade shall not exceed sixteen (16) inches unless dherwise indicated. b. Adjustment rings shall be joined using a mmimnm one (1) inch mortar bed. C. All joints, liftmg holes and other imperfections shall be filled with non -shrink grout to provide a smooth finished appearance. END OF SECTION 0 02713-10 RX94 SECTION 03300 CAST -IN -PLACE CONCRETE PART 1- GENERAL 1.1 DESCRIPTION A This section covers cast -in -place concrete for thrust restraints, encasement, and cut-off walls, including forms, reinforcing steel, finishing and curing, and other appurtenant work PART2-PRODUCTS 2.1 CEMENT A All cement shall be Portland Cement. Portland Cement shall conform to ASTM C150. 2. Portland Cement shall be Type LU or Type V. a. 12, 24, or 48 hour concrete mixtures may be used with prior approval of the District. b. Acceptable manufacturer of early strength cement is Quix Strength, or an approved equal. 2.2 AGGREGATES A. All fine and course aggregate shall conform to ASTM C33. 23 . WATER A. All water shall be free from objectionable quantities of silt, organic matter, alkali, salts, and other impurities or conform to ASTM C94. 2.4 ADMUOMRES A An air -entraining agent shall be used in all concrete. 1. All air -entraining agents shall conform to ASTM C260. 03300-1 B. A water -reducing admixture may be used. 1. A water -reducing admixture shall conform to ASTM C494, for Type A or Type D ` chemical admixture. 2. The water -reducing admixture shall not contain any calcium chloride. 3. The water -reducing admixture shall be compatible with the cement being used. C. Accelerators 1. Accelerators shall conform to ASTM C494 and ACI 306. a. If calcium chloride is used as an accelerator, the amount used should not exceed 2%, by weight, of the cementatiuos material. b. Calcium chloride shall be in solution prior to adding it to the batch process. D. Fly -Ash 1. When fly -ash is used in concrete, the cement replacement shall not exceed 20%. a. Class C or Class F fly -ash shall conform to ASTM C618. E. Any admixtures except air entraining agents and accelerators, must be approved by the District. 2.5 CONCRETE REINFORCEMENT A. All deformed reinforcing bars shall conform to ASTM A615 or ASTM A617. 1. All bars shall be either Grade 40 or 60. B. All welded steel wire fabric shall conform to ASTM A185. r. PART3-CONCRETE 3.1 GENERAL ^ A Concrete shall have a minimum of 6 sacks per cubic yard, and shall be allowed to develop a minimum compressive strength of 3,000 psi at 28 days. ^ 03300-2 J IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals this loth day of February , 2004, and such of theca as are corporations have caused their corporate seals to be hereto affixed and those presents to be signed by their proper officers, the day and year first set forth above, PR=NCIM "a" : Don Kehn Construction, Inc. Address: 6550 S. county Road 5 Forst Collins., c0 80528 By: \/J. d.-- Title: PA -A-.. (SEAL) SURETY Employers Mutual Casualty Company 8181 E. Tufts Avenue, Suite 500 Denver., CO 80237 By: Florietts Acosta Title: Attorney -In -Fact (S M) 7/96 1 Section 00410 Page 3 B. Concrete shall have a maximum allowable water/cement ratio of 0.50, by weight. The water cement ratio may be increased to 0.56, by weight, if a water -reducing agent is used. a. Reference paragraph 2.4.B.. 3.2 Placing A Concrete shall not be placed unless the air temperature adjacent to the concrete placement is 30 degrees Fahrenheit, and rising. 1. The temperature of the mix shall not be less than 50 degrees Fahrenheit, nor more than 90 degrees Fahrenheit at the time of the placement. 2. If heated water and/or an accelerator is used, the above temperature restrictions may be waived. a. Water shall not be heated to a temperature exceeding 150 degrees Fahrenheit. B. Concrete shall be placed when the temperature of the plastic concrete can be maintained at 90 degrees Fahrenheit, or lower, unless approved by the District. To facilitate the placement of concrete in hot weather, the aggregate of the water may be cooled. 3.3 FINISHING A Vault bases shall be trowel finished. 3.4 CURING A Finished concrete shall be cured by protecting it against moisture loss, rapid temperature change, and from rain, flowing water and mechanical damage for a minimum of 72-hours after placement. 1. Concrete shall be maintained at a minimum temperature of 50 degrees Fahrenheit during the curing period. 2. The Contractor is responsible for protecting the concrete from traffic and the elements. END OF SECTION 03300-3 M94 , SECTION 03400 PRECAST CONCRETE PART 1- GENERAL 1.1 DESCRIPTION A This section addresses precast concrete products. B. Reference Sections 02641, 02646, and 02713. 1.2 PRODUCT DELIVERY, STORAGE AND HANDLING A All precast concrete parts shall be handled, stored, and protected in a manner which will prevent damage to materials. PART 2 - PRODUCTS 1 2.1 PRECAST CONCRETE PRODUCTS A. Barrels, boxes, and flat slab tops of vaults and meter pits shall conform to and be designated as ASTM C478, and shall be made with Type UII cement. r 1.. Reference Section 2713, "Water Distribution System". 2. Unless written permission is obtained from the District, flat slab tops will be used on all vaults and meter pits. B. Concrete and Reinforcing Materials. 1. Reference Section 03300. 2.. Reference ASTM C478. END OF SECTION 03400-1 UGHTLY COMPACTED 1 YIle, 11 SELECT SOIL MIN. "' CAREFULLY COMPACTED SELECT SOIL ... . 4 4 MIN. PAVEMENT IF TRENCH ZONES UNDISTURBED SOIL COMPACTED GRANULAR MATERIAL PIPE SUBGRADE TRENCH BACKFILL BEDDING ZONE (SEE ABOVE) PIPE SUBGRADE: STABILIZATION MATERIAL IF REQUIRED STANDARD TRENCH AND BEDDING DETAIL FORT. COLLINS - LOVEf AND °ATE APPROVED- . 1994- SCAM- NTS WATER DISTRICT 1/YMAXIMUM NOTE PROVIDE CAP OR SE OPEN END OF CAP. (SEE FORT COLLINS WATER DISTRICT SPE_.. TRANSMISSION LINE SUPPORTED BY CASING.CHOCKS STEEL CASING - SECTION 'A' CASING CHOCKS STAINLESS STEEL BAND STEEL CASING CARRIER PIPE IELL OF PIPE PROVIDE CASING CHOCKS EACH INDEPENDENTLY BANDED TO PIPE BARREL G) .STANDARD PIPE CASING DETAIL FORT COLLINS - LOVELAND DATEFEBRUARY 1994 WATER DISTRICT SCALE: 0 l "Ai 4'-T PLAN DENVER HEAVY MANHOLE COVER BRASS GATE VALVE IN WHEEL 1YPE OPERATI MORTAR MORTAR LINE 4'-0' X I-cr X 0-6' CONCRETE FOOTING PRECAST CONCRETE MANHOLE SECTION COMPACTED GRANULAR MATERIAL -AIR RELEASE AND AND VACUUM VALVE 2 IN. THREADED NIPPLE - SADDLE CONCRETE FOOTIN ,';�i ,' , wACTED MINIMUM T SECTION GMAATTERUI LL TYPICAL AIR & VACUUM RELIEF VALVE INSTALLATION. FORT COLLINS — LOVELAND DAB FEs UA°�DaY'I924 WATER DISTRICT REMSION I DATE I BY SCALE. 11TS FIRE HYDRANT VALVE BOX �0.1 Ff.-0.2 FT. DGE OF SIDEWALK 5'-0' TYPICAL DRAIN OPENINGS MUST REMAIN CLEAR OF po0oop° opOo0 0 ,MECHANICAL JOBSTR�UCRONS TEE BOND �O QOp O op0 / WATER MAIN 9U� i• ..> �. B INCH DIA PIPE 00o / pSOOR°QOo$0O�o / GATE VALVE pO°O O°�00�0°opOOe . \� p00 o00 0 000 a 000 00°o000e000o08 00 e0 Op Oe00o00 °00 V OoOsa'Ou(�1° o �$0(� 000 CRUSHED ROCK Via °O °8Oo 8' THRUST BLOCK I�oO°p(�OOD°o00�00 oOo _6e Ooe� 00 }°�0 0 /� O Q000UNDKTURSED GROUND 00 Oo0 p00 a Op DRAINAGE REQUIRED IN IMPERVIOUS SOILS TYPICAL FIRE HYDRANT INSTALLATION DATE APPROVED: FORT COLLINS - LOVELAND FEBRUARY 1994 SCALE: NTS WATER DISTRICT SQUARE OP NUT/O.R. POST HYDRANT 1:.2-1/2" HOSE NOZZLE 0.1' TO 0.2:� VALVE BOX a U_ r >� 1 3" MJ 4" GATE VALVE r USE REDUCER(S) 4" MJ X 3" PE REDUCER ` AS NECCESSARY THRUST BLOCK l BOND BREAK-�;'��� _,�A III 1 4 PIPE UNDISTURBED V HYDRANT DRAIN OPENINGS GROUND n O.a U �i MUST REMAIN CLEAR OF �\ `-2�5/ 0 OBSTRUCTIONS DRAINAGE REQUIRED CRUSHED 2.-Cr IN IMPERVIOUS SOILS ROCK TYPICAL POST HYDRANT BLOW -OF ASSEMBLY FORT COLLINS - LOVELAND WATER DISTRICT APRIL 1996 SCALE: NTS RUBBER FROST PROOF CAST IRON LID INNER LID ALUMINUM OR CAST IRON CONE SET TO FINAL GRADE FIBER METER PIT co FORD.TYPE SETTER 0 I COMPRESSION 'd o I. Ln 20" FOR 3/4" METERS 24" FOR 1" METERS WATER MAIN u o `gO ol So 0 CORP MINIMUM 6" OF TYPE W COPPER 3/4" ROCK TYPICAL METER PIT INSTALLATION DATE FORT COLLINS — LOVELAND FPS 1994 ` "TS WATER DISTRICT RIGHT OF WAY DISTANCE VARIES l Fr. CURB, GUTTER AND — ----- T SIDEWALK PAVEMENT 54 INCH MIN. 66 INCH MAX. CORPORATIO14 STOP McDONALD CURB BOX + tv — CURB STOP WATER MAIN TYPICAL CURB STOP INSTALLATION FORT COLLINS -. LOVELAND WATER DISTRICT FEBRUARY lN4 w z z w I CL ' SCAM- NTS RECESSED ELECTRICAL BOX REMOTE WATER METER READOUT MOUNTED HORIZONTALLY WITHIN 4 FEET OF CORNER /100 OF STRUCTURE (SEE TYPICALS) 4—WIRE, 18 GAGE INSULATED CABLE IN 1/2' ELECTRICAL CONDUIT (NO EXCEPTIONS) INUNE BRASS DUAL CHECK VALVE BRASS VALVE IMMEDIATELY ADJACENT TO INLET AND OUTLET OF METER SET DEVICE f GENERAL NOTES. 1. Water meters to be located with a min. of 127 clearance around the entire anus meter and dear from the front. 2. Readout cable to be terminated at motor sst device and electrical box. A min. 12' of extra cable, to be installed. METER SET DEVICE 3. Interior meter settings to be used as re4uired by the District EMENT WALL 4. Electrical conduit shall be electric metallic tubing or rigid nonmetafie conduit installed in conformance with W Articles 347 and 348 of the National TYPE 'K' COPPER Electric Code - 1990. Conduit may not extend more than 75 feet between junction boxes. Conduit shall be connected to a recessed ext iw eieatricol box mounted within 4 foot of the comer of the structure and terminated at the aopperhom. w 5. Remote water meter readout to be located �.• :t : no more than 4 feet from corner of •�^s;•:�'•i�i'�i �{ xVuatum in proximity to road. Typical location of remote water . meter readout within 4' of comer ROAD :7R0AD___ INTERIOR METER SETTING - BASEMENT FORT COLLINS - LOVELAND WATER DISTRICT BID #5834 Addendum #1 Bid Schedule Project: Ziegler Road Widening Project Date: 02/02/2004 Speclitem Number Description Estimated Quantity Unit Unit Cost Item Cost Ziegler Road Widening Quantities: 202-01 Remove Pipe (RCP, CMP, ADS,HDPE) 261 LF 202-02 Remove Asphalt Pavement (0" - 2" Depth) 5,642 SY 202-03 Remove Asphalt Pavement (5" - 10" Depth) 3,082 SY 202-04 Saw Cut Existing Asphalt 513 LF 202-05 Remove Rip -Rap 60 SY 202-06 Remove Concrete Irrigation Ditch (3.75' wide x 1.75' deep) 1,460 LF 202-07 Remove Concrete Weir, Flume, Supports and Pipe 1 LS 202-08 Remove Fence (Barbed Wire) Three Strand 254 LF 202-09 Remove Type III Barricade at the Kechter Intersection 1 EA 202-10 Remove Storm Sewer Manholes 2 EA 202-11 Abandon 3/4" Domestic Water Tap (FCLWD spec) 1 EA 202-12 Removal of debris and overgrowth 1 LS 203-01 Unclassified Excavation 3,355 CY 203-02 Embankment - (CIP) 4,260 CY 203-03 Borrow Suitable Fill Material (CIP) 910 CY 203-04 Haul& Dispose 300 CY 203-05 Borrow ABC (Class 5 or 6) - (CIP) 175 TON 203-06 Muck Excavation - (CIP) 626 CY 203-07 Topsoil - (Stripping, Stockpiling, Placing) - 6" Depth 1,800 CY 203-08 Topsoil - (Stripping, Haul Off -Site) 594 CY 203-09 Median Hardscape Shaping - (CIP) 950 SF 203-10 Flow Fill Shallow Utilities 250 LF 203-11 Detour Road (110' x 26') 1 LS 203-12 Potholing 1 LS 208-01 Erosion Control 1 LS 210-01 Adjust Manhole Ring/Cover 9 EA 210-02 Plug Existing 21" Opening 1 EA 210-03 Adjust Valve Box (FCLWD) 8 EA 210-04 Relocate Mailboxes (Provide Temporary Service) 6 EA 304-01 Aggregate Base Course - (Class 5 or 6) - 6" Depth - (CIP) 3,105 TON 304-02 Aggregate Base Course Patch Placement - (Class 5 or 6) - 6" Depth - (CIP) 171 TON 306-01 Reconditioning (8") 6,072 SY 307-01 Flyash Subgrade Stabilization - 112%) 9,239 SY 403-01 Hot Bituminous Pavement - Grading S (3" Depth) - (PG 64-28) 1,689 TON 403-02 Hot Bituminous Pavement - Grading S (2" Depth) - (PG 64-28) 754 TON 403-03 Hot Bituminous Pavement - Grading SG (4" Depth) - (PG 64-22) 2,252 TON 403-04 Asphalt Paver Patching - Grading S (3" Depth) - (PG 64-28) 50 TON 403-05 Asphalt Paver Patching - Grading SG (4" Depth) - (PG 64.22) 99 TON 403-06 Asphalt Patching - Grading SG (4" Depth) - (PG 64-22) 10 TON 403-07 Asphalt Patching - Grading S (3" Depth) - (PG 64-28) 33 TON 506-01 10' x 6' x 2' Type D-50 Rip -Rap, 6" Topsoil (CIP Per Detail) 1 LS 603-01 24" RCP Class III 176 LF 603-02 24" RCP Class III FES with Grate 1 603-04 14" x 23" HERCP 68 EA LF 603-05 Concrete Joint Encasements 4 EA 603-06 30" PIP Irrigation Pipe 1,346 LF 603-07 Tie Into Existing 42" Storm Sewer Line (for 14x23 HERCP) 1 603-08 4"PVC Schedule 200 Irrigation Sleeving 300 EA LF 603-09 Modify Siphon Structure 1 LS No Text GENERAL NOTES 1. Water meters to be located with a minimum of 12" clearance around the entire meter and clear access from the front. 2. Readout cable to be terminated at meter set device and electrical box. A minimum 12" of extra cable to be installed at each terminus. 3. Interior meter settings to be used as required by District. 4. Setting to be located within 2' of crawl space access. 5. Electrical. conduit shall be electrical metallic tubing or rigid nonmetalic conduit installed in conformance with Articles 347 and 348 of the National Plumbing Code —1990. Conduit may not exceed more than 75 feet between junction boxes. Conduit shall be connected to a recessed exterior electrical box mounted within 4 feet of the comer of the structure and terminated at the copperhom. 6. Remote water meter readout to be located no more than 4 feet from eomer'of structure in proximity to road. a :. Typical location of remote water meter readout within 4' of corner REMOTE WATER MEFER READOUT MOUNTED HORIZONTALLY wrm V OF CORNER, OF STRUCTURE (SEE rancAIS) CABLE11/2ELECTRIC� Comw 3 +—CRAWL SPACE WALL 4 CO� UANOI E BRASS DUI VALVE OUTI Ef OF MEN FR INTERIOR METER SETTING FORT COLLINS - LOVELAND WATER DISTRICT - CRAWL SPACE C. -u- SCALE NTS Mill POLYETHYLENE BOND BREAKER UNDISTURBED SOIL TypICaL am POLYETHYLENE BOND BREAKER MINIMUM BEARING SURFACE AREA (SO. FT.) PIPE SIZE BENDS TEE OR PLUG 1 1/ 2 1/4 45 90r. Ir 0.7P15.4210#2 25.3 3.8 8 1.259.3 &5 if 2.6188 13.3 SOB. .TEE POLYETHYLENE / ((B��OiiND BREAKER 2/3 DM / DD: MATERIAL BEARING �/ SURFACE L UNDISTURBED SOIL TYPIGAI GROSS —SECTION GENERAL NOTES: 1. Bearing surface areas shown in chart are minimum. 2. All fittings to be wrapped with polyethylene. 3. Data in table is based on a pipeline test pressure of 100 psi and a soil bearing capacity of 1,D00 lb/sq. ft. Adjust the dimensions as required to suit the field conditions encountered by Engineer. 4. Thrust blocks on pipe larger than 12 inches diameter shall be designed for conditions existing at the installation site. 5. Refer to Section 03300 for concrete requirements. STANDARD CONCRETE THRUST BLOCKS DATE APPROVED: FORT COLLINS. - LOVELAND F03M AW 1994 SCALE Nts WATER DISTRICT PRECAST CONCRETEi�iiiiiiiiiii/iiiiiiiiiiiINSTALL � r 1/2 IN RING r COVER ��� S OVE FIN&r PRECAST CONCRETE MORTAR GRADE RINGS I+•-- 24 INCHES — PRECAST CONCRETE f:+ 48 INCHES — MANHOLE MANHOLE RUNGS 12 INCHES D.C. FORD `NF 66-1 1/Y FOR VVF 77-2' MUELLER H-1422 SETTER _ �.••,.. FLOW _ 12 IN, Qr1 a7 as x 6" CONC. e (TTYPlca va Q�Sl°O"aACQaraQi Q�Y.. . `i .: ..Ae�Q n�eVe( R O .. .. � Allaa nri Alen AO GENERAL NOTES: 1. Meter setting devices to be 'custom setters with by—pass and flanged valves. Meter setters to be supported by 2 — 1T lengths of 1" iron pipe inserted through eyes and set atop T x 6' concrete bkxlte. 2. This meter it not to be installed in any street, alley, parking area or driveway. 3. No landscaping (trees, shrubs, boulders, etc.) or to be within 3 feet of meter pit. 4. Ground surrounding meter pit shad slope away from lid. 5. No plumbing connections to be made in meter pit. 6. Lawn sprinkler connections to be at least 5 feet from meter pit wall on the outlet side. 7. Provide duct check valve on outlet side. STANDARD SETTING FOR 1-1/2" &. 2" METERS FORT COLLINS - LOVE LAND DATE FMRUARY 1994 WATER DISTRICT SCALE. NTs No Text CTL I THOMPSON A PROVED By: Date: City of Fort Collins z::� Engineering Department GEOTECHNICAL INVESTIGATION ZIEGLER ROAD WIDENING FORT COLLINS, COLORADO Prepared For: CITY OF FORT COLLINS Engineering Department — Street Oversizing P.O. Box 280 281 North College Avenue Fort Collins, Colorado 8052 Attention: Mr. Scott Woodruff Job No. FC-2990 December 19, 2003 375 E. Horsetooth Road I The Shores Office Park I Building 3, Suite 100 1 Ft. Collins, Colorado 80525 Telephone:970-206-9455 Fax:970-206-9441 T -- TABLE OF CONTENTS SCOPE 1 SITE AND PROJECT DESCRIPTION 1 FIELD AND LABORATORY INVESTIGATION 2 SUBSURFACE CONDITIONS 2 Groundwater 3 GRADING 3 EXPANSIVE SOIL MITIGATION 4 PAVEMENT DESIGN 4 PAVEMENT SELECTION 6 PAVEMENT MATERIALS 7 Asphaltic Concrete 8 9 Aggregate Base Course 10 Fly -Ash Treatment -, 11 Prepared Subgrade CONSTRUCTION DETAILS 12 MAINTENANCE 12 LIMITATIONS 13 FIGURE 1 - LOCATIONS OF EXPLORATORY BORINGS FIGURE 2 - SUMMARY LOGS OF EXPLORATORY BORINGS APPENDIX A - LABORATORY TEST RESULTS APPENDIX B - DESIGN CALCULATIONS APPENDIX C - MATERIAL PROPERTIES AND CONSTRUCTION CHECKLIST -- I SCOPE This report presents the results of our geotechnical investigation for the proposed widening of Ziegler Road in Fort Collins, Colorado. The purpose of this investigation was to obtain information regarding subsurface conditions within the alignment of the proposed widening. The report presents geotechnical design and construction criteria for the roadway widening in general conformance with the Larimer County Urban Area Street Standards as adopted by the City of Fort Collins. Our report includes a description of the .subsoil and bedrock found in our exploratory borings, laboratory test results, and recommended pavement sections and construction and materials guidelines. The recommendations contained herein are based upon laboratory test results, Larimer County Urban Area Street Standards, the AASHTO design method, and our experience. SITE AND PROJECT DESCRIPTION The project site consists of approximately 4,000 feet of Ziegler Road from the intersection with Kechter Road north to the Celestica entrance (just south of the intersection with Harmony Road) in Fort Collins, Colorado(see Figure 1). The existing road is two-lane asphalt -paved with paved shoulders. Existing bridges along the alignment appear to have been constructed to accommodate roadway widening when they were built. Residential development is present west of the roadway and a new high school Is being constructed east of the roadway. A concrete ditch is present on the east side of the road throughout the northern portion of the widening alignment. The roadway alignment is generally flat as are the adjacent grades. Project plans are to widen the road to the east to accommodate four travel lanes and a paved shoulder. We understand the existing shoulder and parts of the existing roadway will be milled and an overlay placed. New pavement will be constructed to the east of the existing road. The subgrade for the new pavement will be fly -ash treated to conform to construction of the existing road. CRY OF FORT COLONS ZIEGLER ROAD WIDENING 1 CTL I T JOB NO. FC4990 FIELD AND LABORATORY INVESTIGATION Our field investigation consisted of 9 borings drilled to depths of 5 to 10 feet along the alignment of the proposed Ziegler Road widening. The approximate locations of our borings are illustrated on Figure 1. The borings were drilled on December 2, .2003, on the east side of the existing road either on the existing paved shoulder (Borings S-1, S-3, S-5, S-6 and S-8) or on the ground surface east of the shoulder (Borings S-2, S-49 S-7, and S-9). Bulk samples were obtained from the upper five feet of the borings and relatively undisturbed California samples and Shelby -tube samples were obtained from selected intervals within the borings. The number of blows from a 140-pound hammer falling 30 inches required to drive the California samplers were recorded and are presented on our summary logs of the borings, Figure 2. Laboratory testing was performed in general accordance with AASHTO and — ASTM methods to determine index properties of the soils sampled and subgrade support values for those soil types influencing the pavement design. To evaluate potential heave, swell -consolidation testing was performed on 4 samples of the clay under a pressure of 150 psf. The soil types were classified and grouped and a Hveem stabilometer test (R-Value) was performed on each general soil type. Three samples were tested for water-soluble sulfate content. Results of laboratory tests are presented in Appendix A and summarized in Table A-1. SUBSURFACE CONDITIONS Our borings through the paved shoulder encountered approximately 8 inches of asphaltic concrete (AC) pavement. The AC was underlain . by 0 to approximately 16 inches of clayey gravel (base course). This pavement was — underlain by natural sandy and silty clay to clayey sand with some gravel to the maximum depth of our borings. ^ We.tested samples of the natural sandy and silty clay and clayey sand in the laboratory. These samples contained between 36 and 83 percent clay and silt - sized particles. (passing the no. 200 sieve), had liquid limits between 28 and 51 CRY OF FORT COLONS ZIEGLER ROAD WIDENNG CTL J T JOB NO. FC MO - 2 0 TABLE PAVEMENT THICKNESS ALTERNATIVES Subgrade with high swell potential should be treated to a minimum depth of 3 feet. We believe design of pavement sections with an R-Value of 5 would be appropriate for this segment of Ziegler Road. However, fly -ash treatment of the subgrade will increase the support strength of the subgrade soil. The following table presents pavement sections recommended on fly -ash treated subgrade. TABLE II RECOMMENDED PAVEMENT SECTIONS WITH 12 INCHES OF FLY -ASH TREATED SUBGRADE* 12" Treated Subgrade Provided fly -ash mix design indicates minimum compressive strength of 150 psi PAVEMENT SELECTION The City of Fort Collins generally requires an asphalt over aggregate base course pavement section. Asphalt over aggregate base course has had variable reported performance history In swelling soil environments. Some municipalities CITY OF FORT COLLINS 21EGLER ROAD WIDENING 6 CTL I T JOB NO. FC-2990 believe base course provides a flexible layer to help distribute swell of the subgrade and may reduce the likelihood of longitudinal cracks. Conversely, there have been problems where base course has "pushed" into wet clay subgrade. A fabric such as Mirafi 500x or equivalent, separating the subgrade and aggregate base can be used to reduce co -mingling of the aggregate base with the subgrade soil. We regard the fabric as optlonai in this area. The base course may also _ allow moisture to Infiltrate under the pavement and aggregates base course can lose strength when wetted. An alternative to aggregate base course would be to use recycled concrete base course. _ Asphaltic concrete over stabilized subgrade with or without aggregate base generally performs well in soils exhibiting moderate to high swell characteristics. The asphaltic concrete pavement over stabilized subgrade has a higher fatigue " resistance than the other alternatives and will effectively reduce potential heave related damage to the pavement. We understand the City has chosen to use this -- alternative for this project. We believe serviceability will be Increased, and maintenance reduced, if asphalt concrete over stabilized subgrade is used. ^ Stabilization done during winter months (when soil temperatures are 40OF or lower) should consist of either fly -ash or a lime and fly -ash combination. Curing and strength gains of fly -ash treated soils will decrease significantly in cooler ^ weather. We measured soluble sulfates on 3 samples of the site soils. Results ranged from 0.004 to 0.008 percent. The purpose of the sulfate testing was to determine the risk of Increased swelling N chemical stabilization of the subgrade is performed. Sulfate concentrations above 0.5 percent can cause an adverse reaction between the sulfates and the stabilizing agent, resulting in heaving of the subgrade if lime or fly -ash stabilization Is performed. Based on the results found, ^ we do not believe such a reaction Is likely at this site. PAVEMENT MATERIALS Material properties and construction criteria for the pavement alternatives ^ are provided below. These criteria were developed from analysis of the field and laboratory data, our experience and City. of Fort Collins requirements. If the CITY OF FORT COWNS 7 21EGLER ROAD MDENING ' CTL I T JOB NO. FC-2"0 .a 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: Don Kehn Construction Inc. 2. Permanent main office address: 6550 So. County Rd. 5 Ft Collins CO 80528 3. When organized: 4. If a corporation, where incorporated: State of Colorado 5. How many years have you been engaged in the contracting business under your present firm or trade name? 39 Years 6. Contracts on hand: (Schedule these, showing the amount of each contract and the appropriate anticipated dates of completion.) Fox Run - Greeley I T9R7,356 00 4Z30/04 . Jnhnson'4 Corner T,Qyeland 249,832.00 z/l0/04 Eckerd Drug Store - Ft Collins 186.081.00 6/30/04 7. General character of Work performed by your company: Earthwork,Asphalt Paving Utilities RotomillinQ Concrete Curb & Gutter. 8. Have you ever failed to complete any Work awarded to you? NO If so, where and why? 9. Have your ever defaulted on a contract? NO If so, where and why? 10. Are you debarred by any government agency? NO If yes list agency name. 7/96 Section 00420 Page 1 materials cannot meet these recommendations, then the pavement design should be reevaluated based upon available materials. All materials and construction requirements of the City of Fort Collins should be followed. All materials planned for construction should be submitted and the applicable laboratory tests performed to verify compliance with the specifications. Asphaltic Concrete (AC) 1. Hot mix asphalt should be composed of a mixture of aggregate, filler, hydrated lime and asphalt cement. Some mixes may require polymer modified asphalt cement, or make use of up to 20% reclaimed asphalt pavement (RAP). A lob mix design is 2. Hot mix asphalt should be relatively impermeable to moisture and should be designed with crushed aggregates that have a minimum of 80% of the aggregate retained on the No. 4 sieve with two mechanically fractured faces. 3. Gradations that approach the maximum density line (within 5% between the No. 4 and 50 sieve) should be avoided. A gradation with a nominal maximum size of 3/4 or 1/2 inches developed on the fine side of the maximum density line should be used. 4. Total .void content, voids in the mineral aggregate (VMA) and voids filled should be considered in the selection of the optimum asphalt cement content. The optimum asphalt content should be selected at a total air void content of approximately 4%. The mixture should have a minimum VMA of 14% and between 65% and 80% of voids filled. 5. Asphalt cement should meet the requirements of the Superpave Performance Graded Binders (PG). The minimum performing asphalt cement should be PG 64-22 for use along the Front Range. The use of PG 58-28 or PG 58-22 asphalt cement has been known to cause tenderness in pavements' in the Front Range area and should be avoided. 6. Hydrated lime should be added at the rate of 1% by dry weight of the aggregate and should be included in the amount passing the No. 200 sieve. Hydrated lime for aggregate pretreatment should conform to the requirements of ASTM C 207, Type N. 7. Paving should only be performed when subgrade temperatures are above 40OF and air temperature is at least 40OF and rising. CITY OF FORT COLLINS ZIEGLER ROAD WIDENING CTL I T JOB NO. FC MO 8. Hot mix asphalt should not be placed at a temperature lower than 245OF for mixes containing PG 64-22 asphalt, and 290OF for mixes containing polymer modified asphalt. The breakdown compaction should be completed before the mixture temperature drops 20°F. 9. The maximum compacted lift should be 3.0 Inches and joints should be staggered. No joints should be placed within wheel paths. 10. Asphalt concrete should be compacted to between 92 and 96 percent of Maximum Theoretical Density. The surface shall be sealed with a finish roller prior to the mix cooling to 185°F. 11. Placement and compaction of hot mix asphalt should be observed and tested by a representative of our firm. Placement should not commence until the subgrade Is properly. prepared (or stabilized), observed, and proof -rolled. Aggregate Base Course (ABC) 1. A Class 5 or 6 Colorado Department of Transportation (CDOT) specified aggregate base course should be used. A recycled concrete alternative, which meets the Class 5 or 6 designation, is also acceptable. -, 2. Aggregate base course should have a minimum Hveem stabilometer value of 77. Aggregate base course or recycled concrete material must be moisture stable. The change in R-value from 300 psi to 100 psi exudation pressure.should be 12 points or less. 3. Geotextile fabric (Mlrafi 500x or equivalent) should be placed over the approved subgrade within 24 hours prior to placement of aggregate base course or recycled concrete. Fabric should be rolled out longitudinally with minimum overlapped seams of 2.5 feet. No wrinkles should be permitted. 4. Aggregate base course of recycled concrete should be laid in thin lifts not to exceed 8 inches, moisture treated to within 2% of optimum moisture content, and compacted to at least 95% of maximum modified Proctor dry density (ASTM D 1557, AASHTO T 180). 5. Placement and compaction of aggregate base course or recycled concrete should be observed and tested by a representative of our fine. Placement should not commence until the underlying subgrade is properly prepared and inspected. ^ CITY OF FORT COLLINS ZIEGLER ROAD WIDENING CTL I T JOB NO. FC-2W 9 Fly -Ash Treatment We recommend the following general procedures for construction of fly - ash stabilized soils in cohesive materials based on requirements from Chapter 22 of the "Zarimer County Urban Area Street Standards-, guidelines and information published by The Western Ash Company' and the American Society of Civil Engineers2 (ASCE), and our experience: • The subgrades should be shaped to final line and grade; • The fly -ash used should meet requirements specified In ASTM C 593 and C 618. • Fly -ash should be spread with a mechanical spreader from back of curb to back of curb for detached sidewalks or back of walk to back of walk for attached sidewalks; • Fly -ash and subgrade soils should be mixed, and water added until a homogeneous, uniform mixture is obtained that is within 2 percent of laboratory determined optimum moisture content in accordance with ASTM D 558; • The fly-ash/soil mixture should be compacted to at least: • 95% of the mixtures maximum dry density (ASTM D 558) if subsequent sub base and/or base courses are to be placed. • The subgrades should be re -shaped to final line and grade; • Mixing, compaction and final shaping should be completed within 2 hours of addition of water to the fly-ash/soil mixture; • The subgrade should be sealed with a pneumatic -tire roller that is sufficiently light in weight so as to not cause hair -line cracking of the subgrade; • The City requires a minimum of 2 days curing prior to paving (the surface of the stabilized- area should be kept moist during the cure period by periodic, light sprinkling if needed). Strength gains will be slower during cooler weather. The City of Fort Collins requirements specify that traffic Is not permitted on the treated subgrade during the curing period; • We should be given a minimum advanced notice of at least 48 hours to prepare laboratory specimens to determine the fly-ash/soil mixtures maximum dry density and optimum moisture content in order to meet the 2-hour compaction requirement specified above. The treated areas will gain greater strength if they are allowed to cure for 1 to 3 days prior to paving. Previous experience indicates the target strength of the fly-ash/soil mixture should be approximately 160 psi at 7 days for 12 percent fly - ash. Compressive strength specimens prepared during constructlon are required '.In Place Soil Treatment With Class C Fly -ash', Western Ash Company. 2•Use of Sef-conenting F"shes as a So►! Stabllfzatlon Agent, Fly -ash for Soil Improvements, American Society of Civil Engineers, Geotechnical Special Publication No. 36, October.1993. CITY OF FORT COLUNS 23EGLER ROAD WIDENING 10 CTL I T JOB NO. FC•2090 to receive full credit for the treated subgrade in pavement section calculations. Laboratory compressive strength specimens should be made and cured according to ASTM D 1632. Field cured specimens should be made according to ASTM D 1632 and cured In a protected area, such as a shallow covered pit, -- adjacent to the treated subgrade. If compressive strength specimens are not prepared during construction, the allowed credit for the treated subgrade is reduced by 50 percent in the pavement section design calculations. Strength gains will be slower during cooler weather, and are unlikely when the soil temperature is less than 40 degrees (F). Construction traffic on the treated subgrade prior to pavement section construction should be limited and the subgrade should be protected from freezing or drying at all. times until paving.. Additional construction guidelines for chemical stabilization are presented in Appendix C. Moisture treatment without chemical stabilization may be. preferable in detached sidewalk subgrade areas to reduce problems associated with landscaping. Maintaining moisture contents near optimum will be critical during subgrade preparation of these areas to achieve a stable surface. We believe "^ moisture treatment of the upper 12 Inches of sidewalk subgrade should be effective. Moisture treatment of the sidewalk subgrade soils should occur as close to the time of sidewalk construction as possible. The acceptable time period between subgrade treatment/preparation and sidewalk construction is variable depending on the time of year, weather conditions and other factors. However, the final subgrade surface must be protected from freezing or excessive drying until such time as the pavement section is constructed. Periodic sprinkling of the subgrade surface, covering the subgrade, or other protective measures may be required. Additional guidelines for subgrade preparation are presented in Appendix C. Prepared Subarade 1. Subgrade should be stripped of organic matter, scarified, moisture treated and compacted. 2. Cohesive soils (A-6 to A-7-6) should be moisture conditioned between optimum to 2% above optimum moisture content and compacted to at least 95°% of maximum standard Proctor dry density (ASTM D 698, AASHTO T 99). CITY OF FORT COLLINS 11 2NEGLER ROAD WIDENING CTL I T JOB NO. FG2M 3. Granular soils (A-1 to A-5) should be moisture conditioned between 2% below to 2% above optimum moisture content and compacted to at least 95% of maximum standard Proctor dry density (ASTM D 698, AASHTO T 99). 4. Final grading of the subgrade should be carefully controlled so the design cross -slope Is maintained and low spots in the subgrade that could trap water are eliminated. 5. Once final subgrade elevation has been reached and the subgrade compacted and inspected, the area should be proof -rolled with a pneumatic tired vehicle loaded to at least 18 kips per axle. The proof -roll should be performed while moisture contents of the subgrade are still within the recommended limits. Drying of the subgrade prior to proof -roll or pavina should be avoided Areas of soft or wet subgrade should be remedied. CONSTRUCTION DETAILS The design of a pavement system Is as much a function of the quality of the paving materials .and construction as the support characteristics of the subgrade. The construction materials are assumed to possess sufficient quality as reflected by the strength coefficients used in the flexible pavement design calculations. These strength coefficients were developed through research and experience to simulate expected material of good quality, as explained herein. During construction careful attention should be paid to the following details: ► Placement and compaction of trench backfill. ► Compaction at curb lines and around manholes and water valves. ► Excavation of completed pavements for utility construction and repair. ► Moisture treating or stabilization of the subgrade/ to reduce swell potential. ► Design slopes of the adjacent ground and pavement to rapidly remove water from the pavement surface. MAINTENANCE We recommend a preventive maintenance program be developed and followed for all pavement systems to assure the design life can be realized. Choosing to defer maintenance usually results In accelerated deterioration leading to higher future maintenance costs, and/or repair. A recommended maintenance program Is outlined in Appendix C. MY OF FORT COLLINS ZIEGLER ROAD WIDENING 12 CTL I T JOB NO. FC-2990 I LIMITATIONS The pavement and construction recommendations are based upon our field observation and testing, minimum traffic levels, and design criteria required by the City of Fort Collins and the AASHTO design methods. The design procedures were formulated to provide sections with adequate structural strength. Routine maintenance, such as sealing and repair of cracks, is necessary to achieve the long-term life of a pavement system. If the design and construction recommendations cannot be followed, or anticipated traffic loads change considerably, we should be contacted to review the recommendations. We believe the geotechnical services for this project were performed in a manner consistent with that level of care and skill ordinarily exercised by members of the profession currently practicing under similar conditions In the locality of the project. No other warranty, express or Implied, is made. If we can be of further service in discussing the contents of this report, or in the analyses of the Drop9t achiiM mement systems from a geotechnical point of view, please call. 32329 2 /!9/03 L• PE JCS:TAC:bly (4 copies sent) CITY OF FORT COLLINS 13 DEGLER ROAD WIDENING CTL I T JOB NO. FC-2990 a� 9 N Z U= U o �� Ob0212i31�J31Z JN11S1X3 0 0 N p eW_ J U to Z 0 1- Q U O J FW- :rtz 00 ofm aW ao aQ 03 UV to t� • ZO 0 Z LU ( ... ` J T NW re Sf- O U. N Om LZ CD U Oc .jwLn U' zz Og U 0 �QN O 0w LN[0 VNn ro/ei/ai av OW -au 11 1 i i I N O O N O N N CN M �Y W D U LL N N N n rn Cb ►:1��li N r r N N N �l In N N N ►�1 N N N N z v.� Ix p J O J q W Z J O 02 W U W cc F-- to z ❑ FX mw W U �Q a p a W J Q N v l"i 3 co m c� y b J fq LL y > O H LL LL y ❑ y0 J fLl g� U S Q to i Z z� 0 a v a O� y0 OZ m arz( ni W — O U � z W _W v E5 -J W J a it WW> y 3 f- S a z CL o vwz ZJ J ❑ LL J w IL V1 m m w S U) N N N n 'r C .N- N N m M '�V 'V Aid NOI1tlA313 U z ZZ W J� O3:0 F- Q (V O LL LL LL 0pz !ll--- UJ co UN� �,. _ EO1Bl2l 109'NP'" 1118 fd•J'OB6Z-Od Hl 7 A8 L1X111Y1NOZIN 1 APPENDIXA LABORATORY TEST RESULTS CITY OF FORT COLLINS ZMGLER ROAD WIDENING CTL I T JOB NO. FC-2090 Sul 3 2 1 TO O FA- z Q CL -, x w e Z -2 O. W U) w Of -3 CL 2 0 V 0.1 1.0 10 100 APPUED PRESSURE -KSF Sample of CLAY, SANDY (CL) NATURAL DRY UNIT WEIGHT= 104 PCF From S-1 AT 2 TO 4 FEET NATURAL MOISTURE CONTENT- 14,0. % 3 2 E z o ro z a z -o -2 w a 3 0 t� 0.1 1.0 10 100 - APPLIED PRESSURE -KSF Sample Of CLAY, SANDY (CL) NATURAL DRY UNIT WEIGHT= 101 PCF From S-4 AT 2 TO 4 FEET NATURAL MOISTURE CONTENT® 7.5 % ,_ Swell Consolidation CITY OF FORT COLLINS Test Results FIG. A-1 ZIEGLER ROAD WIDENING JOB NO. FC-N90 -� 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. F.C. industrial ?ark 4;614,G24.00 Urdg, Paving, Milling, Concrete G & G 11/U3 Fairgrounds Ave. 1,487,U20.00 Urdg,Paving, Util., Milling Conc. C&U 8/03 Kodak - Windsor 461.071.uO Grading. Paving & Milling 11/03 12. List your major equipment available for this contract. See Attached List 13. Experience in construction Work similar in importance to this project: 14. Background and experience of the principal members of your organization, including officers: Don Kehn. President Highway & Heavy Construction 39 Years. Dan Kehn, Vice-Pres. Highway & Heavy Construciton 25 Years 15. Credit available: $ 16. Bank reference: Bank One, Colorado Rita Glaser, Ufficer 17. Will you, upon request, fill out a detailed financial statement and furnish any other information that may be required by the OWNER? 18. Are you licensed as a General CONTRACTOR? Yes If yes, in what city, county and state? Ft. Collins, Larimer Co.& What class, license and numbers? Farthwork9 Nav;ng, Ut;1i ; c & Concrpate. Golo 19. Do you anticipate subcontracting Work under this Contract? Yes If yes, what percent of total contract? 23% and to whom? Advanced Concrete Const. New River Consulting, No. Colo. Traffic Contrc Son -Haul & Wards Reclamation 20. Are any lawsuits pending against you or your firm at this time? NO If yes, DETAIL 7/96 Section 00420 Page 2 s 5 4 3 2 1 0 .1 -2 -3 Z O fA '4 Z W -5 e Z O N '8 N W 0: a O rJ DUE 0.1 1.0 10 10c APPLIED PRESSURE - KSF Sample of CLAY, SANDY (CH) NATURAL DRY UNIT WEIGHT- 112 PCF From S-7 AT 2 TO 4 FEET NATURAL MOISTURE CONTENT- 15.8 % CITY OF FORT COLONS ZIEGLER ROAD WIDENING JOB NO. FC-2990 Swell Consolidation Test Results FIG. A-2 7 a s a 3 2 1 0 .1 _2 .3 z O w i z a IL u a z 0 rn $ U) W rg IL 2 a 0 0 DUE 0.1 1.0 10 100 APPLIED PRESSURE - KSF Sample of CLAY, SANDY (CL) NATURAL DRY UNIT WEIGHT= 98 PCF From S-9 AT 2 TO 4 FEET NATURAL MOISTURE CONTENT= 23.9 % Swell Consolidation ^_ CITY OF FORT COLLINS Test ResUltS FIG.A-3 ^ ZIEGLER ROAD WIDENING JOB NO. FC-2990 900 Boo 700 600 ITT 400 300 47 a v W 20D ca W a z 10D O a 0 M 0 0 10 "R" VALUE CITY OF FORT COLLINS ZIEGLER ROAD WIDENING CTL I T JOB NO. FC-2990 ------- I 1 ------- 1 1 I I I I I I I I -- - + - -- --- -I- - -- - - -;- -- - - - - - - - - ---;--------L Group Number? I 1 1 1 I I AASHTO Classification A-6 Liquid Limit 26 _ I Plasticity Index 13 1 ---;--- I ----;---- I ---- --- I ----; --- I ----------- ` Design R-Value 23 I I I 1 1 I I I I I 1 I 1 1 I I I I I 1 I I I I I 1 I I I I I I I I I 1 1 1 I I I I I I 1 I I I I I I I I I I t 1 I I 1 I I I 1 I 1 1 1 I I I 1 I I I I 1 1 I I I 1 1 1 I I I 1 I I I I I I 1 I I I I I I 1 I I 1 1 1 I I I I 1 I I 1 I 1 I I 1 1 I 1 1 I I I 1 I I 1 1 I I 1 I I 1 ___ ____ ___ ___J________L___ ___J___--___L___ 1 1 I I I I I I I 1 1 I 1 1 1 I 1 I 1 I I 1 1 1 1 1 1 1 1 I I 1 I 1 1 I I 1 1 1 I I -1 1 I 1 I I I 1 I I I I I --- ----'---- --- I - -------� --- --- I ---- I--- ---'---- I ---' -- ----'---- I --- I I I I I---- I I I I 1 I 1 1 I I 1 I I I I I 1 1 1 I I I 1 I I I I I I I 1 I 1 I 1 I I I I I 1 I I 1 I 1 I 11 1 1 I 1 I 1 I 1 1 I 1 I 1 I 1 1 1 1 I 1 I 1 1 1 I I I 1 1 I 1 1 1 i I 1 1 I 1 I 1 1 1 I I I 1 1 I 1 1 1 I 1 I I I 1 I 1 I I 1 I 1 I 1 I I 1 1 I I 1 I I 1 I 1 I I I I I I I 1 I 1 1 1 20 30 40 50 60 70 180 90 Hveem Stabilometer Test Results FIGURE A-4 L ✓01 70( l' 1r, 50C 400 300 N a W 20D 99 . W 0: CL G 10D r I ---;--- I ----;---- I ---;--- I ----�---- I I ---;--- ----'- 1 1 I 1 i I I 1 I 1 1 Group Number 5 AASHTO Classification A-7-6 Liquid Limit 41 ' I 1 I- --T--- ----I --- ----r--- ----r--- ----r--- ----r Plasticity lndex2 ___ 1 ____I____ 1 __-1___ I ___-L___ ---- -------- L Design R-Value 12 1 I I 1 I i I 1 I 1 L J L J L 1 I 1 I 1 I I 1 I I I I I I 1 1 I 1 1 1 1 I I I 1 I 1 1 11 I ---�--- ----� --- ---�--- ----I --- ---I--- ----L - -- ---'-------- ' -'- I--- I 1 I 1 r-'- I 1 I I I 1 1 I 1 1 I I 1 1 1 I I 1 I 1 I 1 I 1 1 I I I 1 1 I 1 I I I 1 1 1 1 I 1 1 I 1 1 1 I I 1 I I I 1 I 1 I 1 I I i 1 I 1 1 1 1 I I 1 1 1 I 1 1 I 1 I 1 I I 1 1 ------------------------ 1 1 1 I I 1 1 I 1 I 1 I 1 I 1 1 I 1 1 1 1 1 1 1 1 1 1 I 1 1 I --_}___ ____r___ --- y-------- r___ ___y________r___ -__y__-_____Y___ ___.y___ I I 1 I 1 I 1 I I 1 I I I i 1 1 1 1 I I I I 1 1 1 1 11 1 1 1 1 I 1 1 I I i 1 1 1 I t 1 I I , I I 1 I I I 1 I 1 I 1 1 1 1 1 I I I 1 I 1 .0 0 10 20 30 40 50 60 70 60 90 , "R" VALUE Hveem Stabilometer CITY OF FORTCOLLINS Test Results ZIEGLER ROAD WIDENING CTL I T JOB NO. FC-2990 FIGURE A-5 k- ;E k LLJ § � JdU) �dddd�§�� dd ��co §§A2§2§§j§§j§§ ����o�>aw� ))222/j§AA !t§ §§ #qua Q ;2J �� k ° § 08 / ■ k « « 2 2 k ) / � , m ■ m § z § La §a 71 ■ ) ) §. ■ R 8 ; 2 . \LU IL � § uj ( 2a c 2 G a0ZCL- -� Is -_��---- �§ a�a#/�df■a®®■##4m N_�.___.��, �2 a.f9�_�_�.,f9�, §w § $3222233222222 APPENDIX B DESIGN CHARTS AND DESIGN CALCULATIONS CRY OF FORT COLLWS MEGLER ROAD WIDENING CTL I T JOB NO. FC-2999 T -* oeSHTO FLEXIBLE PAVEMENT DESIGN Project: Ziegler Road Widening Job No.: FC-2990 What is Road Clasification? ARTERIAL Four lane What is the Design ESAL ? 1,46.09000 What is the Serviceability Loss ? What is the Reliability ? What is the Standard Deviation ? What is the R-value ? Computed Resilient Modulus = If R is not available, Input Resilient Modulus = DESIGN RESILIENT MODULUS = HBP Thickness on Subgrade is Design Structural Number (SN) What is the ABC Layer Coefficient ? What is the HBP Layer Coefficient? spec'd: HBP thickness min max 6.5 10.5 CITY OF FORT COLLINS ZIEGLER ROAD WIDENING CTL I T JOB NO. FC-2990 psi Ipsi :.3,026.. 10...9 inches 4.82 Base thickness min max 6.0 15.0 :f- " HBP ove < 17 8; " Aggregate Base Course = Hot Bituminous Pavement. ABC = Aggregate INS Figure B - 1 AASHTO FLEXIBLE PAVEMENT DESIGN Project: Ziegler Road Widening Job No.: FC-2990 What is Road Clasification? ARTERIAL Four lane What is the Design ESAL ? 1;460,000 `.: What Is the Serviceability Loss ? What is the Reliability ? gQ.. What is the Standard Deviation ? 0.. 4 What is the R-value ? Computed Resilient Modulus = 3,804 .psi If Ft is not available, Input Resilient Modulus =; psi DESIGN RESILIENT MODULUS = . ' 3,804:; psi HBP Thickness on Subgrade is 10:2 : inches Design Structural Number (SN) What is the ABC Layer Coefficient ? What is the HBP Layer Coefficient? '~.: • = ` spec'd: HBP thickness Base thickness min max min max 6.5 10.5 6.0 15.0 .- •• HBP ove :':=7;+4;7.. _..':` " Aggregate Base Course HBP = Hot Bituminous Pavement, ABC = Aggregate Base Course Figure B - 2 -, CITY OF FORT COLLINS ZIEGLER ROAD WIDENING CTL i T JOB NO. FC-29W APPENDIX C GUIDELINE MAINTENANCE RECOMMENDATIONS MAINTENANCE RECOMMENDATIONS FOR FLEXIBLE PAVEMENTS A primary cause for deterioration of pavements is oxidative aging resulting In brittle pavements. Tire loads from traffic are necessary to "work" or knead the asphalt concrete to keep it flexible and rejuvenated. Preventive maintenance treatments will typically preserve the original or existing pavement by providing a protective seal or rejuvenating the asphalt binder to extend pavement life. 1. Annual Preventive Maintenance a. Visual pavement evaluations should be performed each spring or fall. b. Reports documenting the progress of distress should be kept current to provide information on effective times to apply preventive maintenance treatments. C. Crack sealing should be performed annually as new cracks appear. 2. 3 to 5 Year Preventive Maintenance a. The owner should budget for a preventive treatment at approximate intervals of 3 to 5 years to reduce oxidative embrittlement problems. b. Typical preventive maintenance treatments include chip seals, fog seals, slurry seals and crack sealing. 3. 5 to 10 Year Corrective Maintenance a. Corrective maintenance may be necessary, as dictated by the pavement condition, to correct rutting, cracking and structurally failed areas. b. Corrective maintenance may include full depth patching, milling and overlays. C. In order for the pavement to provide a 20-year service life, at least one major corrective overlay should be expected. CITY OF FORT COLLINS ZIEGLER ROAD WIDENING CTL I T JOB NO. FCd990 3. Granular soils (A-1 to A-5) should be moisture conditioned between 2% below to 2% above optimum moisture content and compacted to — at least 95% of maximum standard Proctor dry density (ASTM D 698, AASHTO T 99). 4. Final grading of the subgrade should be carefully controlled so the design cross -slope is maintained and low spots in the subgrade that could trap water are eliminated. 5. Once final subgrade elevation has been reached and the subgrade compacted and inspected, the area should be proof -rolled with a pneumatic tired vehicle loaded to at least 18 kips per axle. The proof -roll should be performed while moisture contents of the subgrade are still within the recommended limits. Drying of the subgrade prior to proof -roll -)or paving should be avoided. Areas of — soft or wet subgrade should be iemedled. CONSTRUCTION DETAILS The design of a pavement system is as much a function of the quality of the paving materials .and construction as the support characteristics of the subgrade. The construction materials are assumed to possess sufficient quality as reflected by the strength coefficients used in the flexible pavement design calculations. These strength coefficients were developed through research and experience to simulate expected material. of good quality, as explained herein. During construction careful attention should be paid to the following details: ► Placement and compaction of trench backfiii. — ► Compaction at curb lines and around manholes and water valves. ► Excavation of .completed pavements for utility _ construction and " repair. ► Moisture treating or stabilization of the subgrade to reduce swell potential. ► Design slopes of the adjacent ground and pavement to rapidly remove water from the pavement surface. MAINTENANCE We recommend a preventive maintenance program be developed and followed for all pavement systems to assure the design life can be realized. -' Choosing to defer maintenance usually results in accelerated deterioration -j leading to higher future maintenance costs, and/or repair. A recommended maintenance program is outlined In Appendix C. CITY OF FORT COLLINS 12 ZIEGLER ROAD WIDENING CTL I T JOB NO. FC•2990 21. What are the limits of your public liability? DETAIL 1 U00 OOU Each Uccurance 2,000,000 Aggregate What company? Travelers Indemnity Company 22. What are your company's bonding limitations? As Required, 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 rbrt Collins this 10ht day of February , 20 04. Construction, Inc. Name of Bidd 1, ` By: Title: Vice -President State of Colorado - County of Larimer Dan Kehn being duly sworn deposes and says that he is Vice -President of Don Kehn Construction, Inc. 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 10th day of Fahrnar 20U . otary Public P. 0. Box 1125 Wellington. CO 80549 My commission expires November 27. 2007 7/96 Section 00420 Page 3 7/14/03 7/14ro3 Unit Unit No. Vehicle No. Vehicle 1001 .83 Fruehauf Utility Van Trailer 1518 03 Mack Tandem Dump 1002 80 Great Dane Dry Van Trailei 1601 80 IHC 2-1/2T Service Truck 1102 91 Ranco Belly Dump Trailer 1603 73 GMC IT W Welder i%v3 91 RanCv i✓a.iiy DYLIp Trail-- 1605 7 RnM Flatbed L-700 1104 91 Ranco Belly Dump Trailer 1606 89 Ford Superduty F450 1201 74 Hobbs Dump Trailer 1607 90 Ford Superduty F450 1202 98 Heil Pneumatic Trailer 1608 91 Mack Fuel Truck, Maintainer Service 1 1205 85 Fruehauf Dump Trailer Alu 1609 89 Ford F-350 Flatbed 1206 85 Fruehauf End Dump Traile>t 1610 94 GMC Service Truck 1207 98 Ranco Rock Trailer 1611 96 GMC Topkick Truck 1301 82 Trail King Loboy Trailer 1612 93 Freightliner Service Truck 1302 76 CM Load King Loboy Trails 1614 97 GMC Topkick MDLC-6500 1303 82 Trail King Jeep 1615 99 Ford Service Truck F450 1304 82 Trail King Loboy Trailer 1704 74 Peterbilt Water Truck 1305 82 Trail King Booster 1705 73 Mack Water Truck 6x6 1306 85 Eager Beaver Folder 20T Tri 1706 74 Mack Water Truck - 1307 84 Flat Iron Homemade Trailer 1707 66 Mack Water Truck 1310 92 CMI 603DD 60T Load King ' 1708 80 Ford Water Truck 1311 92 CMI Load King Booster 1709 91 GMC Water Trk Top Kick Klein Tank 1313 97 Landoll Trailer 1710 94 GMC Water Trk TC711064 Topkick Ev 1314 00 Landoll LT1016 Trailer 1810 82 Chevrolet 1/2T P/U 4x4 1315 02 Trail King Trailer 1811 84 Chevrolet 1/2T P/U 4x4 1401 791HC Tractor 1814 85 Dodge D350 IT P/U 1403 74 Peterbiit Tractor 1816 84 Ford'/ T P/U 1406 77 Mack Tractor 1817 87 Ford F150 1/2T P/U 1407 90 Mack Tractor 1818 88 Chevrolet 1/2T P/U 4x4 1408 85 Mack Tractor 1820 89 Ford 1/2T P/U 4x4 (Chey) 1409 85 Mack Tractor 1821 89 Ford Ranger S. P/U 1410 85 Mack Tractor 1822 90 Ford F250 P/U 1411 92 Kenworth Tractor 1823 91 Ford F150 P/U 4x4 1412 94 Kenworth Tractor 1824 91 Ford F250 P/U 1501 92 Mack Tandem Dump 1825 89 Ford F250 P/U 1502 92 Mack Tandem Dump 1826 92 GMC P/U 1503 81 Mack Tandem Dump 1827 92 Ford F150 P/U 4x4 1504 81 Mack Tandem Dump 1828 93 Ford F150 P/U 4x4 1/2T 1505 73 Mack Tandem Dump 1829 91 Ford Ranger P/U 1506 77 Mack Tandem Dump 1830 96 Ford F350 P/U 4x4 1507 79 Mack Tandem Dump 1831 97 Ford F 150 P/U 4x4 1508 79 Mack Tandem Dump 1832 97 Ford F 150 P/U 4x4 (Chey) 1509 79 Mack Tandem Dump 1834 99 Ford F250 P/U 4x4 1510 77 Mack Tandem Dump 1835 99 Ford F250 3/4T P/U 1511 93 Mack Tandem Dump 1836 99 Ford F150 P/U 1512 93 Mack Tandem Dump 1837 99 Ford F250 P/U 1514 93 Mack Tandem Dump 1838 02 GMC 2500 P/U 1515 96 Mack Tandem Dump 1839 02 Ford F250 P/U 1516 00 Mack Tandem Dump 1901 83 Mack Distributor Truck 1517 03 Mack Tandem Dump 1903 81 Ford C8000 Distributor Truck 7114/03 Unit No. Vehicle 1904 .00 Freightliner Distributor Truck 2001 94 Eagle Vision 2002 94 Mercury Topaz 2 ivv ivuruberg ivuiDLI 1llP 400SA Pori. Cru; 2101 Nordberg Carrier, Dakota 2102 Kolberg MDL 124-60 Conveyor 2103 Universal Crusher Portable Jaw 2104 96 Dakota Conveyor w/Radial Travc 2105 Dakota Conveyor w/o Radial Travel 2106 92 Dakota Feeder 2107 92 Dakota 36"x100' Stacking Conve 2108 Channel Frame Phillips 30x3O" Feed 2108A Homemade Conveyor 2109 Kolberg MDL 271B Screen Plant w/k 2110 Kolberg MDL 22 24"x50' Conveyor 2111 Kolberg MDL 30"x50' Conveyor 2112 Kolberg 2-2440 Conveyor 2113 Fabtech Simplicity Screening Plant C 2114 Kolberg Screening Plant MDL 271 B 2115 Kolberg Radial Stacking Cony. 30"x 2116 Kolberg Hydraulic Conveyor 24"x50 2117 Simplicity LP140 6x20-3 Deck Sere( Fabmaster Tandem Axle Cam Under Screen Conveyor 2118 Simplicity LP140 6x20-3 Deck Scree Ranco Tandem Axle Carrier m Under Screen Conveyor 2119 Simplicity LP 140 6x20-3 Deck Scree Dakota Carrier # 1284 w/48" Under Screen Conveyor 2120 Thunderbird 5x16 516D1161 3-Decl 2121 Spokane — Pioneer MDL2500 Verticg Impact Crusher w/36" Under & CAT 3406TA Engine 2122 30"x60' Field Conveyor 2123 24"x50' Field Conveyor 2124 JCl 6'x20' Three Deck Screen 2125 Custombuilt 36"x34' Field Conveyor 2126 95 IMCE 30"x50' Stackable Field Co 2200 Nordberg HP300 Cone Crusher w/AcA 2201 CAT 3208 Kato Generator 2202 CAT 3208 Generator — Wash Plant 2203 CAT 3412 Generator 455KW 2204 CAT 3408 Generator 340KW 2205 CAT 3406 Generator 320KW 2206 CAT 3304 Dita Generator 2207 CAT 3412 Generator 455KW 7/14/03 Unit No. Vehicle 2208 Multi -quip Generator Mitsubishi GD16 2209 Multi -quip Generator Komatsu S67DIC 2210 94 CAT 3412 Generator 545KW 2211 CAT 3412 Generator 455KW 2212 Multiquip Generator DCA125SSJ JD( 6 cylinder 150 hp 3101 93 CAT 325 Excavator 3102 CAT 345B Excavator 3103 89 CAT 235C Excavator 3104 86 CAT 225 Excavator 3105 98 CAT 330B Excavator 3200 CAT 416C LoaderBackhoe 3201 CAT 416D LoaderBackhoe 4x4 3202 CAT 416B LoaderBackhoe 4x4 3302 CL Beam Aligner System 3303 Topcon Pipe Laser 3PG-L 3401 96 Terex 3066 Articulated Haul Truck 3402 96 Terex 3066 Articulated Haul Truck 3403 98 Terex 3066 Articulated Haul Truck 3404 98 Terex 3066 Articulated Haul Truck 3404A 6000 Gal. 2001 MSE Water Tank 3501 73 CAT 950 Wheel Loader 3502 80 CAT 950 Wheel Loader 3503 79 CAT 966C Wheel Loader 3504 76 CAT 980B Wheel Loader 3505 00 CAT 966G Loader 3500 Series 3506 Case 1835B Uniloader 3507 Case Skid 1835B Uniloader 3508 95 Case 1845C Loader 3509 87 Case 480 ELL Loader 3511 87 Case 480E 4x4 3512 90 Case 48OF 4x4 3513 CAT IT18B Loader 3514 83 CAT 966D Loader 3515 94 CAT 966F Loader 3516 94 CAT 966F Loader 3517 CAT TT28G Loader 3518 CAT 98OG Loader 3519 97 Case 570 LXT Loader/Tractor 3520 00 CAT 972G Loader 3521 00 CAT 236 Skidster 3522 02 CAT TT28G Loader 3610 70 CAT 955 Loader 4101 CAT 623B Scraper 4102 CAT 623B Scraper 4103 86 CAT 627E Scraper, Rear Pullhook 4104 80 CAT 627B Scraper Push Pull 7/14/03 7/14103 Unit Unit No. Vehicle No. Vehicle 4105 . CAT 627E Scraper Push Pull 6700 90 Gomaco GT-6300 4106 CAT 627E Scraper Push Pull 6701 Gomaco 30" Verticle Curb Mold w/12" Bloc 4108 CAT 613C Scraper 6702 24" Rollover Curb Mold AIM 4303 47 0 All 1AM ILX-4 ... n_.,a,._ �� �. w A Ai"v a.iv. G adc 84 CAT 140G Motor Grader t•7n� viv✓ ^ram» n„n...c:a.,-...,n. war-u is i�vivv�.i .�wcnainiravw 6704 48" Sidewalk Mold 4304 91 CAT 140G Motor Grader 6706 Allen Equip. 32' Concrete Timing & Cure 1 4305 94 CAT 140G Motor Grader 7001 82 Barber Green Drum Mixer 4306 99 CAT 143H Motor Grader 7001A 82 Barber Green 3-Bin Cold Feed 4601 76 CAT D-3 Dozer 700113 82 Barber Green Scalp Screen 4602 79 CAT D-6 Dozer 7001C 82 Barber Green Slinger Conveyor 4603 78 CAT D-8 Dozer D8K 7001D 82 Barber Green Bucket Elevator 4604 93 CAT D-4 Dozer D4H 7001E 82 Barber Green 60 T Asphalt Storage Silo 4605 95 CAT D8N Dozer 7002 CEI Asphalt Storage Tank 5100 Gorman Rupp 2" Pump 7003 Eaton 60T Lime Silo w/Mixer 5101 Gorman Rupp 3" Pump 7004 96 Astec Portable 41000 CFM Pulsejet, Bagh 5102 76 Gorman Rupp 4" Pump MDL PBH-41 5103 77 Gonnan Rupp 6" Pump - Sa 7005 93 Astec 7' Counterflow Asphalt Mixer 5106 91 Gorman Rupp 3" Pump 7006 93 Astec Twin 200 ton Silo w/New Generatio 5107 Galigher MDL 3 VRA/1000 Rui Auto Computer Truck Scale 5108 Gorman Rupp 6" Trash Pump 7007 93 Astec 4-Bin Cold Feed PC1012-4 5109 Gorman Rupp 6" Trash Pump 7008 93 Astec Deister Scalp Screen USX1410 6000 97 Con-E-Co Concrete Batch 1 7009 93 Astec/Slinger Conveyor PSS410-60 6001 96 CEI IOHSSS 10,000 gal. Ho 7010 93 Astec Bag House BBH441515 6100 Roto Reclaimer Sand/Rock Ser 7011 93 Astec Control House 6101 Hobart GR3035 Welder 7012 93 Heatec 30,000 gal. Hot Storage Asphalt T 6102 Hobart 353 Welder Rear with 10,000 gal. Diesel Storage Tank 6200 97 Kolberg MCL 1814 Wash P Front HE035P 6202 Dakota Conveyor 7102 88 Barber Green 225B Paver 6203 Dakota Conveyor 7103 92 Barber Green 225B Paver 6204 Dakota Conveyor 7104 Layton 8' Spreader Box 6205 Dakota 24CY Surge Bin 7105 92 Entyre Asphalt Curb Machine 6206 Dakota 30"x60" Lattice Frame 7106 Entyre Chip Spreader 6207 Dakota 30"x60" Conveyor 7108 Blaw Knox PF5510 Asphalt Paver 6208 Dakota Portable Belt Feeder 7109 01 CAT 1055B Paver 6601 80 Mack Concrete Truck/Boos 7201 80 Hyster 530A Roller 6602 81 Mack Concrete Truck/Boos 7202 81 Dynapac CC42A 6603 82 Mack Concrete Truck 7203 CAT 434 Tandem Roller 6604 97 Mack RD690S Mixer/Boost 7206 84 Hyster 330A Roller 6605 97 Mack RD690S Mixer/Boost 7207 01 CAT 434C Compactor 6606 96 Mack RD690S Mixer/Boost 7208 74 CAT 815A Compactor 6607 01 Mack Granite Mixer/Booste 7209 81 CAT 815B Compactor 6610 96 Oshkosh S-2146 Mixer Tru 7210 Hyster C530A Roller 6611 95 Oshkosh S-2146 Mixer Tru 7211 83 Hyster C350C Roller 6612 94 Oshkosh S-2146 Mixer Tru 7213 Case Plate Compactor 6614 94 Oshkosh Mixer Truck 7214 92 Hyster 530A Roller 6615 97 Oshkosh Mixer Truck 7215 CAT CP 563 Compactor 7216 Hyster C330B Roller 7/14ro3 Unit No. Vehicle 7218 .88 CAT 433B Compactor 7219 Hyster 330 Roller 7220 CAT634C 7111 rin J'A'r DQ'1MR 7222 95 Ingersoll-Rand Padfoot Compactor SI 7223 CAT PS200B 7224 CAT CB 434C Roller 7502 89 Sweepster Broom Attachment 7503 88 Elgin Eagle Sweeper GMC 7504 77 Elgin Whirlwind II Vac Truck 7505 Sweepster Broom IT18B Attachment 7506 Broce Broom RJ-300 7507 88 Vanguard Sweeper V4000SP FMC 7508 97 Johnston Sweeper 2V4000 SP 7509 Waldon Broom w/7'6" Myer Snowplow 7510 Waldon Broom 7701 Murphy Cardinal Scale 7702 Murphy Cardinal Scale 303-60PR w/Print 7703 Chamber Belt Scale 7901 72 Timpte Trailer w/Elec. Switch Gear 7902 68 Fruehauf 38' Semi Trailer Switch Gez 7903 Brown Van Trailer 18' for 3208 Generate 8001 70 Grove 30T Hydro Crane 8002 80 John Deere 8640 Farm Tractor 8003 Action Compaction Wheel 243LBWLO( 8005 93 Grizzly Fabric Laying Attachment 8006 93 Ingersoll Rand Air Compressor 8006A 93 Multi -quip Pavement Breaker 9008 Arrow HG1250 Hydraulic Hammer 8009 99 IR P185 WJO Air Compressor 8009A 99 1R Pavement Breaker 8010 Raygo Gator Soil Stabilizer 8011 John Deere 440OTractor w/I,oaderBuc 8012 CAT 65D Challenger Tractor 8014 02 John Deere 21OLE Grading Tractor 9003 83 Raygo Barcomill 100 9004 90 CAT PR450 Rotomill 75" Cut 9006 CAT PR75 Rotomill 9007 93 CAT PR450C Rotomill 84" Cut 9008 95 CMI PR800-7 Rotomill 102" Cut 9009 97 CMI PR800-7 Rotomill 102" Cut 9010 CMI PR275T Rotomill 99 - Miscellaneous Equipment 7naro3 Items without a unit number: MB W Rammer 4HP Tamper Multi -quip Plate Asphalt Tamper 1 Laser Plane MOD 1,35 KVII,... AIIZ1dT—..—I 1\1nV1! AL:J1Y1 L.YN 1 General Level Honda EB3500 Honda EB3500 Honda EB3500 Wacker Tamper MK Floor Saw 3406 TA Engine Electrical Switch Generator for Radial Stacker, 1 I OV Converter Push Button & Elec. C 1 Laserplane Model L600 Hotsy Power Washer Model 141 OSS 15hp Air Compressor Pump (Grainger) 60# Air Breaker Model 160 Spectra -Precision Paver System/CAT 1055B Deep Well Pump (Grainger) 2 -CAT Pallet Fork Carriage Concrete Plant Pump (Powder Unloader) CAT Forks for 236 Skidster CAT H63 Breaker for 236 Skidster 2001 MSE 6000-Gal. Water Tank for Terex 30 CMI Fine Head Mandril fits CMI 800-7 53618` CMI Fine Head Mandril fits CMI 800-7 53622: Case Forks for 570XT 2 — I' Screed Extensions for Blaw Knox 2001 Multiquip Plate Asphalt Tamper 2003 Multiquip Plate Asphalt Tamper 2 — Segmented Mud Drivers for CAT 65D 2' Mandril for CAT450B 60" 2.5M Mass Excavator Bucket fits CAT 235 86" Rear Door fits CMI 536185 CAT 235C & 330B Buckets 9 W 8452 Tooth 8E 6359 Retainer 6Y 2527 Pin AE-9 Action Rock Box (9-cyard Bedding Box) SECTION 00430 SCHEDULE OF SUBCONTRACTORS List all subcontractors for the work items listed below and all subcontractors performing over 100 of the contract. ITEM Site Concrete Surveyine Traffic, Control Fly Ash, SUBCONTRACTOR Advanced Concrete Construction New River Consulting Northern Colorado Traffic Control. Son -Haul Wards Reclamation 7/96 Section 00430 Page 1 SECTION 00500 AGREEMENT FORMS 00510Notice of Award 00520Agreement 00530 Notice to Proceed Project: Ziegler Road Widening Project Date: 02/02/2004 speclitem Number Description Estimated Quantity Unit Unit Cost Item Cost 603-11 Air release valve 27 riser&tee 3 EA 604-01 604-02 604-03 604-04 5' Type R Inlet 15' Type R Inlet 6' Manhole Tie Into Irrigation Structure 1 1 1 1 EA EA EA EA 607-01 Orange Safety Fence 1,400 LF 608-01 608-02 608-03 608-04 608-05 608-06 608-07 Concrete Sidewalk (6") Concrete Access Ramps with colored landings (8") Concrete Crosspan with Aprons (9 1/2") Hi -Early Concrete (24 Hour) Flowable Fill Concrete Exposed Aggregate Median Hardscaping (4") Pedestrian Refuge Island 15,444 1,000 800 150 342 950 100 SF SF SF CY CY SF SF 609-01 609-02 609-03 609-05 609-06 609-07 Vertical Curb & Gutter (30") Outfall Curb & Gutter (18") Thermal Blankets for Concrete Irrigation Ditch Placement Driveway Curb Cuts (25' Width) R & R Vertical Curb and Gutter R & R Concrete Sidewalk 3,944 286 1,000 2 50 100 LF LF LF EA LF SF Aden Inc. Quantities: 603-03 19" x 30" HERCP 609-04 Concrete Irrigation Ditch (Per Detail) Landscaping Quantities: 2900-01 Native Seeding Miscellaneous Quantities: - Contract Bond 625-01 Construction Surveying 626-01 Mobilization 630-01 Two (2) Message Boards 630-02 Flagging 630-03 Traffic Control Subtotal Ziegler Road Quantities: Subtotal Aden Inc. Quantities: Subtotal Landscaping Quantities: Subtotal Misc. Quantities: TOTAL PROJECTf= E 40 LF $ 25.00 _ 1,000 1,400 LF $ 15.00 21,000 E 22,000 00 5 Acre 1.00 LS 1.00 LS 1.00 LS 7.00 DAY 300.00 HR 1.00 LS E E Dollars Cents Signature Date SECTION 00510 NOTICE OF AWARD Date: February 20, 2004 TO: Don Kehn Construction, Inc. PROJECT: ZIEGLER ROAD WIDENING PROJECT; BID NO. 5834 OWNER: CITY OF FORT COLLINS (hereinafter referred to as "the OWNER") You are hereby notified that your Bid dated February 10, 2004 for the above project has been considered. You are the apparent successful Bidder and have been awarded an Agreement for ZIEGLER ROAD WIDENING PROJECT; BID NO. 5834. The Price of your Agreement is Five Hundred Ninety-five Thousand Thirty-two dollars and Fifty-four cents ($595,032.54). Three (3) copies of each of the proposed Contract Documents (except Drawings) accompany this Notice of Award. Three (3) sets of the Drawings will be delivered separately or otherwise made available to you immediately. You must comply with the following conditions precedent within fifteen (15) days of the date of this Notice of Award, that is by March 6, 2004. 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 OWNER to consider your Bid abandoned, declare your Bid Security forfeited. within the time specified will entitle to annul this Notice of Award and to 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 &NERBy: O'Neill II, CPPO, F P D of Purchasing and Risk Management Title 9/12/01 Section 00510 Page 1 SECTION 00520 AGREEMENT THIS AGREEMENT is dated as of the 20th day of February in the year of 2004 and shall be effective on the date this AGREEMENT is signed by the City. The City of Fort Collins (hereinafter called OWNER) and Don Kehn Construction, Inc.(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 twelve foot (121) widening of Ziegler Road, south of Rock Creek, to minor arterial standards and the twenty foot (201) widening of Ziegler Road, north of Rock Creek, to full arterial standards, including a two inch (2") mill and overlay of the east half of the roadway. The improvements will include 3,944 lineal feet of vertical curb and gutter, 15,444 square yards of six inch (6") detached concrete sidewalk, the piping of the existing irrigation lateral used by the school district, the reconstruction and relocation of the existing concrete irrigation lateral north of Rock Creek and storm sewer improvements along Ziegler Road and is generally described in Section 01010. ARTICLE 2. ENGINEER The Project has been designed by Nolte Consulting Engineers, 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 by August 1, 2004 as provided in the General Conditions and completed and ready for Final Payment and Acceptance in accordance with the General Conditions within 10 working days after August 1, 2004. 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. 7/96 Section 00510 Page 2 They also recognize the delays, expenses and difficulties involved in proving in a legal proceeding the actual loss suffered by OWNER if the Work is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as penalty) CONTRACTOR shall pay OWNER the amounts set forth hereafter. 1) Substantial Completion: One Thousand One Hundred Fifty Dollars ($1,150 00) for each working day or fraction thereof that expires after August 1, 2004 for Substantial Completion of the Work until the Work is Substantially Complete. 2) Final Acceptance: After Substantial Completion, Five Hundred Dollars ($500.00) for each working day or fraction thereof that expires after the ten (10) working 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 follows: ($595,032.54), Five Hundred Ninety-five Thousand Thirtv- two Dollars and Fifty-four cents, in accordance with Section 00300, attached and incorporated herein by this reference. ARTICLE 5. PAYMENT PROCEDURES CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by ENGINEER as provided in the General Conditions. 5.1. PROGRESS PAYMENTS. OWNER shall make progress payments on account of the Contract Price on the basis of CONTRACTOR's Application for Payment as recommended by ENGINEER, once each month during construction as provided below. All progress payments will be on the basis of the progress of the Work measured by the schedule of values established in paragraph 2.6 of the General Conditions and in the case of Unit Price Work based on the number of units completed, and in accordance with the General Requirements concerning Unit Price Work. 5.1.1. Prior to Substantial Completion, progress payments will be in the amount equal to the percentage indicated below, but, in each case, less the aggregate of payments previously made and less such amounts as ENGINEER shall determine, or OWNER may withhold, in accordance with paragraph 14.7 of the General 7/96 Section 00510 Page 3 Conditions. 90% of the value of Work completed until the Work has been 50% completed as determined by ENGINEER, when the retainage equals 5% of the Contract Price, and if the character and progress of the Work have been satisfactory to OWNER and ENGINEER, OWNER on recommendation of ENGINEER, may determine that as long as the character and progress of the Work remain satisfactory to them, there will be no additional retainage on account of Work completed in which case the remaining progress payments prior to Substantial Completion will be in an amount equal to 100% of the Work completed. 90% of materials and equipment not incorporated in the Work (but delivered, suitably stored and accompanied by documentation satisfactory to OWNER as provided in paragraph 14.2 of the General Conditions) may be included in the application for 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 7/96 Section 00510 Page 4 in accordance with the other terms and conditions of the Contract Documents, including specifically the provisions of paragraph 4 2 of the General Conditions; and no additional examinations, investigations, explorations, tests, reports, studies or similar information or data are or will be required by CONTRACTOR for such purposes. 6.4. CONTRACTOR has reviewed and checked all information and data shown or indicated on the Contract Documents with respect to existing Underground Facilities at or contiguous to the site and assumes responsibility for the accurate location of said Underground Facilities. No additional examinations, investigations, explorations, tests, reports, studies or similar information or data in respect of said Underground Facilities are or will be required by CONTRACTOR in order to perform and furnish the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provision of paragraph 4.3. of the General Conditions. 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 conflicts, errors or discrepancies Contract Documents and the written is acceptable to CONTRACTOR. ARTICLE 7. CONTRACT DOCUMENTS ENGINEER written notice of all that he has discovered in the resolution thereof by ENGINEER 7.1 The Contract Documents which comprise the entire Agreement between OWNER and CONTRACTOR concerning the Work consist of the General Conditions, Supplementary Conditions, those items included in the definition of "Contract Documents" in Article 1.10 of the General Conditions, and such other items as are referenced in this Article 7, all of which are incorporated herein by this reference. 7.2 Forms for use by CONTRACTOR in performing the Work and related actions in carrying out the terms of this Agreement are deemed Contract Documents and incorporated herein by this reference, and include, but are not limited to, the following: 7.2.1Certificate of Substantial Completion 7.2.2Certificate of Final Acceptance 7.2.3Lien Waiver Releases 7.2.4Consent of Surety 7.2.5Application for Exemption Certificate 7.2. 6 Application for Payment 7.3 Drawings, consisting of a cover sheet and sheets 7/96 Section 00510 Page 5 numbered 1 through 16 inclusive with the following general title: Cover Sheet 1, General Notes 2, Plan & Profile 3-6, Signing & Striping Plans 7-8, Cross Sections 9-12, Irrigation Plan & Profile 13-14, Detail Sheets 15-16. 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. 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. 7/96 Section 00510 Page 6 OWNER: CITY OF FORT COLLINS By' Id Jw JOHN F SCHBACH, CITY MANALR JAM S 1. O'NEILL II, CPPO, FNIGP ECTOR OF PURCHASING AND P.Ir MlNAGEMENT Date: CONTRACTOR: 3 pn /4eeljn 04, r4 �iion, By: iS),�/' I Title: Date: oq - '� H - C>!�j (CORPORATE SEAL) F FORTCn. Attest: •• Attest: City Cl2rJAAddress for givgx?oAddress for giving notices: P. 0. Box 580 Fort Collins, CO 80522 F>Co//inS, Go 8oS�8' LICENSE NO.: Approved as to Form Z --I j 41 Assista t City Attorney 7/96 Section 00510 Page 7 SECTION 00530 NOTICE TO PROCEED Description of Work: ZIEGLER ROAD WIDENING PROJECT; BID NO. 5834 To: This notice is to advise you: That the contract covering the above described Work has been fully executed by the CONTRACTOR and the OWNER. That the required CONTRACTOR's Performance Bond and Payment Bond have been received by the OWNER. That the OWNER has approved the said Contract Documents. Therefore, as the CONTRACTOR for the above described Work, you are hereby authorized and directed to proceed within ( ) calendar days from receipt of this notice as required by the Agreement. Dated this day of , 20 The dates for Substantial Completion and Final Acceptance shall be and , 20_, respectively. City of Fort Collins OWNER By: Title: ACKNOWLEDGMENT OF NOTICE Receipt of the above Notice to Proceed is hereby acknowledged this day of 20 CONTRACTOR By: Title: 7/96 Section 00530 Page 1 SECTION 00600 BONDS AND CERTIFICATES 00610 Performance Bond 00615 Payment Bond 00630Certificate of Insurance 00635Certificate of Substantial Completion 00640Certificate of Final Acceptance 00650 Lien Waiver Release (CONTRACTOR) 00660Consent of Surety 00670Application for Exemption Certificate SECTION 00610 PERFORMANCE BOND Bond No.S318024 KNOW ALL MEN BY THESE PRESENTS: that Don Kehn Construction, Inc. 6550 South County Road 5, Fort Collins, Colorado 80528 (ncalx�dc�cvzica(�ta) , 4sctagk�grzti134 , (a Corporation) , hereinafter referred to as the "Principal" and Employers Mutual Casualty Company P.O. Box 370010, Denver, Colorado 80237 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 Five Hundred Ninety Five Thousand*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. *Thirty Two and 54/100 ($595,032.54) THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a certain Agreement with the OWNER, dated the 7&v,/4 day of 20�, a copy of which is hereto 'attached and made a part hereof for he performance of The City of Fort Collins project, ZIEGLER ROAD WIDENING PROJECT; BID NO. 5834. NOW, THEREFORE, if the Principal shall well, truly and faithfully perform its duties, all the undertakings, covenants, terms, conditions and agreements of said Agreement during the original term thereof, and any extensions thereof which may be granted by the OWNER, with or without Notice to the Surety and during the life of the guaranty period, and if the Principal shall satisfy all claims and demands incurred under such Agreement, and shall fully indemnify and save harmless the OWNER from all cost and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the OWNER all outlay and expense which the OWNER may incur in making good any default then this obligation shall be void; otherwise to remain in full force and effect. 7/96 Section 00610 Page 1 LU at a O Z w LOU Z d� w CC 0 O LwL. U Z G U W U ul cc Op W 0 Z 0LU mod di Z W W V - -LU d N ~ F F q* Q DoG Ln Z 00 N GO V C O 'a+ O v IL` G V to i S - v C W a ay c :rN L bL y) h M S a n= v� W on 40' r\ A i c� -o Z M V Ae N N h' * yMt 3'J /7 ri � V �- SO\ W o ID �1 - aO w ' J v VO\ F "c' ui -:z! i v h 1 c U. LU ►�u 4 �- "' n Zr r PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the Work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligation on this bond; and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Agreement or to the Work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this 154- day of M 4-KC-t - , 2 0". IN PRESENCE OF: Principal Don Kehn Construction, Inc. (Corporate Seal) IN PRESENCE OF: (Title) 6550 South County Road 5 Fort Collins, Colorado 80528 (Address) Other Partners By: By: IN P �SENCE OF: Surety Employers Mutual asualty Co any By: C� K. obb Florietta Acosta, Attorney -In -Fact Denver, Colorado By:P.0. Box 370010. Denver. Colorado 80217 (Address) (Surety Seal) NOTE: Date of Bond must not be prior to date of Agreement. If CONTRACTOR is Partnership, all partners should execute Bond. 7/96 Section 00610 Page 2 SECTION 00615 PAYMENT BOND Bond No.S318024 KNOW ALL MEN BY THESE PRESENTS: that Don Kehn Construction, Inc. 6550 South County Road 5, For Collins, Cclora.do.80528 x6VkxkRdixi d , (acx8g:Vt9*31i) , (a Corporation) , hereinafter referred to as the "Principal" and Employers Mutual Casualty Company P.O. Box 370010, Denver, Colorado 80237 hereinafter referred to as "the Surety", are held and firmly bound unto the City of Fort Collins, 300 Laporte Ave., Fort Collins, Colorado 80522 a (Municipal Corporation) hereinafter referred to as "the OWNER", in the penal sum of Five Hundred Ninety Five Thousand* 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. *Thirtq Two and 54/100 ($595,032.54) THE CONDITIONS OF THIS OBLIGATION are such that wherea� the Prins' al entered into a certain Agreement with the OWNER, dated the W©'` •day of 2f'4-44A, 20_&, a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins project, ZIEGLER ROAD WIDENING PROJECT; BID NO. 5834. 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 Workwhetherby subcontractor or otherwise, then this obligation shall be void; otherwise to remain in full force and effect. 7/96 Section 00615 Page 1 PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the Work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligation on this bond; and it does hereby waive notice of any such change, extension of time, alteration or addition 'to the terms of the Agreement or to the Work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in.the State of Colorado and be acceptable to the OWNER. IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this S{ day of AA e4.Kc.tf- , 2069. IN PRESENCE OF: (Corporate Seal) IN PRESENCE OF: IN PR SENCE F . CALL R.1cobb Denver, Colorado (Surety Seal) Principal (Don Kehn Construction, Inc. By: (Title) 6550 South County Road 5 Fort Collins. Colorado 80528 (Address) Other Partners Buret E ployers M�Casualty Company By:_ Florietta Ac6sta, Attorney -In -Fact BY:P n Rnx 370010,.Denver. Colorado 80237 (Address) NOTE: Date of Bond must not be prior to date of Agreement. If CONTRACTOR is Partnership, all partners should execute Bond. 7/96 Section 00615 Page 2 1. Employers Mutual Casualty Company, an Iowa Corporation 5. Dakota Fire insurance company, a North Dakota corporation 2. EMCASCO Insurance Company, an Iowa Corporation 6. EMC Property & Casualty Company, an Iowa Corporation union Insurance Company of Providence, an Iowa Corporation 7.:The Hamilton Mutual Insurance Company, an Ohio Corporation 4. fif+ttois:EMCASCO nsuranae Company, an Iowa Corporation hereinafter referred to severally as "Company" and collectively as "Companies", each does, by these presents, make, constitute and appoint:' DONALD E. APPLEBY, GLORIA C. BLACKBURN, FLORIETTA ACOSTA, KRISTEN L. MCCORMICK, FRANK C. PENN, KEVIN W.'MCMAHON, DILYNN GUERN, PAMELA J. HANSEN, CYNTHIA M. BURNETT, SUSAN J. LATTARULO, COURTNEY T. PETERSON, J. R. RICHARDS, JAMES S. ROSULEK, DOUGLAS J. ROTHEY, INDIVIDUALLY, DENVER, COLORADO ........ its true and lawful attomey-in-fact; with full power and authority conferred to sign, seal, and execute its lawful bonds, undertakings; and other obligatory instruments of a similar nature as follows ANY AND ALL BONDS Arid to bind each Company thereby as fully and to the same extent as if such instruments were signed by the duly authorized officers of each such Company, and all of the acts of said attomey pursuant to the authority hereby given are hereby ratified and confirmed. The authority hereby granted shall expire April 1, 2006 unless sooner revoked. AUTHORITY FOR POWER OF ATTORNEY This Power-of•Attomey is made and executed pursuant to and by the authority of the following resolution of the Boards of Directors of each of the Companies. at a regularly scheduled meeting of each company duly called and held in 1999: RESOLVED: The President and Chief Executive Officer, any Vice President, the Treasurer and the Secretary of Employers Mutual Casualty Company shall have power and authority to (f) appoint attorneys -in -fact and authorize them to execute on behalf of each Company and attach the seal of the: Company thereto, bonds; and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof, and (2) to remove any such attomey-in-fact at any time and revoke the power and authority given to him or her. Attorneys -in -fact shall have power and authority, subject to the terms and limitations of the power -of -attorney issued to them, . to execute and deliver on behalf of the Company, and to attach the seal of the Company thereto, bonds and undertakings; recognizances, contracts of indemnity and other writings obligatory in the nature thereof, and any such instrument executed by any such attomey-in-fact shall be fully and in all respects binding upon the Company. Certification as to the validity of any power-of-attomey authorized herein made by an officer of Employers Mutual Casualty Company shall be fully and in all respects binding upon this Company. The facsimile or mechanically reproduced signature of such, officer, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power -of -attorney of the Company, shall be valid and binding upon the Company with the same force and affect as though manually affixed. IN SNESS WHEREOF, the Ca ,, iss have caused these�6dpgnts to be signed for each by their officers as shown, and the Corporate seals to be hereto affixed this °day of Seals ......... Bruce G. Kelley, Chairman J e S. Birdsl INSUg4. �P�yGE CU U Y y eY S PPop, P yoTr°oadoq F9 ;c Ponron so ; of Companies 2, 3, 4, 5 & 6; resident Assistant Secretary , 4 a P s 4 9 : of Company 1; Vice Chairman and o SEAL - o 1863 m c 1953 CEO of Company 7 /., +I11a !mod' .�?�., �n2� •mid '•,,, „ om- . On this 7th day of May AD 2003 before me a `ois5 voxNCF°o Q�;wsaeANc c. WS�� AZ cy Notary Public in and for the State of Iowa, personally appeared Bruce G. Kelley and Jeffrey S. y aP 4y : ¢ pcDAq j ``o - ; PP001 so . Birdsley, who, being by me duly sworn, did say that they are, and are known to me to be the - - - Chairman, President, Vice Chairman and CEO, and/or Assistant Secretary, respectively, of ` SEAL ? s SEAL 2 ` SEAL o each of The Companies above; that the seals affixed to this instrument are the seals of said I , 'Y•, p oF;'-„ �,Q; corporations; that said instrument was signed and sealed on behalf of each of the Companies owa ",°ArHonao`,`` '•,Mo1NEs �,`` by authority of their respective Boards of Directors; and that the said Bruce G. Kelley and Jeffrey Birdsley, as such officers, acknowledge the execution of said instrument tc<be the. UT voluntary act and deed of each of the Companies. My Commission Expires September 30, 2003. RUTA KRmMINS T Commission Number t76255 My. Comm. Up. Sept. 30,200 Notary Public in and for the State of Iowa CERTIFICATE I; David L. Hixenbaugh, Vice President of the Companies, do hereby certify that the foregoing resolution of the Boards of Directors by each of the .J ♦1 :., n_..:_--9 Au..—....:­....1 .............. u,...s,. __ May 7, 2003 V. ulaulwulll, rlullatta nuuataq mttatml L..]WUVu611111at, rlculll V. 1 C1111,. r%WVt11 VV. fv1t,rg4tW11, and effect. Dilynn Guern Pamela J. Hansen, Cynthia M. Burnett, Susan J. Lattarulo, d my nameGi ThfttRfiii 0t*itk*Mas S. R0"I0lc, Douglas J. Rtithey, �// Vice -President OHRH h I I b rogaL & hobbs" **********IMPORTANT********** 720 S. Colorado Blvd., Ste. 60ON P.O. Box 469025 Denver, CO 80246 (� 303-722-7776 303-722-8862 1, w .hrhxom The attached Bond and Power of Attorney have purposely not been dated. Please do not date either of these documents until you have a signed contract. At that time, HRH is authorizing you to date the Bond and Power of Attorney as of the same date as the contract or a later date. Thank you for allowing us to help with your bonding needs. If you should have any questions regarding this letter, please feel free to contact our office. SECTION 00630 CERTIFICATE OF INSURANCE CONTRACTOR shall insert his own standard form for Certificate of Insurance. 7/96 Section 00630 Page I ACORDTM CERTIFICATE OF LIABILITY INSURANCE o2/2710 °"Y"Y' PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION HRH of Colorado ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 720 S. Colorado Blvd., #600N HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P.O. Box 469025 Denver, CO 80246-9025 INSURERS AFFORDING COVERAGE NAIC # INSURED INSURER A. Travelers Indemnity Company 25658 Don Kohn Construction, Inc. INSURERS: Pinnacol Assurance 31194 6550 SCR5 INSURER C: Fort Collins, CO 80528 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. C43 00 TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE ATE (NIMIDDfM POLICY EXPIRATION DATE M D LIMITS A X GENERAL LIABILITY 0161EB893IND03 11101103 11/01/04 EACH OCCURRENCE $1000000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ CLAIMS MADE 5� OCCUR MED EXP (Any one person) $5 000 PERSONAL & ADV INJURY $1 OOO OOO X Blkt Addl Insrd X Ltd Pollution GENERAL AGGREGATE s2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $2 00O 000 PROT LOC 17 POUCY51 Fire Damage 300,000 A AUTOMOBILE LIABILITY ANY AUTO 810161E8893TIL03 11/01/03 11101/04 COMBINED SINGLE LIMIT (Ea accident) $10 00000 X BODILY INJURY (Per person) $ ALL OWNED AUTOS SCHEDULED AUTOS X BODILY INJURY (Per accident) $ HIRED AUTOS NON -OWNED AUTOS X T X PROPERTY DAMAGE (Per accident) $ Ltd Pollution GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ OTHERTHAN EA ACC $ ANY AUTO $ AUTO ONLY: AGG A EXCESSIUMBRELLA LIABILITY LIP161E8893TIL03 11101103 11101104 EACH OCCURRENCE $2 OOO OOO X1 OCCUR CLAIMS MADE AGGREGATE $2 OOO OOO $ DEDUCTIBLE $ X RETENTION $ 10000 B WORKERS COMPENSATION AND 2093950 10101103 10/01/04 X WC STATU- OTH- B EMPLOYERS' LIABILITY ANY PROPRIETORIPARTNEWEXECUTIVE 2093950 10/01/03 10/01/04 E.L. EACH ACCIDENT $500000 E.L. DISEASE - EA EMPLOYEE $500000 OFFICER/MEMBER EXCLUDED? It yes describe under SPECIAL PROVISIONS below E.L. DISEASE- POLICY LIMIT $500,000 OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS Project Description: Ziegler Road Widening Project Bid No: 5834 Certificate Holder is an Additional Insured as respects to General Liability only if required by written contract and coverage applies only (See Attached Descriptions) City of Ft. Collins 215 North Mason Street, 2nd Floor Box 580 Fort Collins, CO 80522 LD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL , In* DAYS WRITTEN :E TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR ACORD 25 (2001108) 1 of 3 #S198916/M183879 MAS 0 ACORD CORPORATION 1988 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). DISCLAIMER 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. ACORD 25-S (2001108) 2 of 3 #S198916/M183879 DESCRIPTIONS (Continued from Page 1) 1 as respects ongoing operations performed by Insured for the Certificate Holder. All coverage terms, conditions and exclusions of the policy apply. * Except 10 Days Notice for Non -Payment of Premium and Workers Compensation for any cause of cancellation. AMS 25.3 (2001108) 3 of 3 #S198916/M183879 insured: Don Kehn n' Policy Number: DT-CO-16I 8893-ED-03 i COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY BLANKET ADDITIONAL INSURED (CONTRACTORS) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART COMMERCIAL GENERAL LIABILITY - CONTRACTORS COVERAGE PART 1. WHO IS AN INSURED - (Section II) is amended to include any person or organization you are re- quired to include as an additional insured on this policy by a written contract or written agreement in effect during this policy period and signed and executed by you prior to the loss for which cover- age is sought. The person or organization does not qualify as an additional insured with respect to the independent acts or omissions of such person or organization. The person or organization is only an additional insured with respect to liability caused by "your work" for that additional insured. 2. The insurance provided to the additional insured is limited as follows: a) In the event that the limits of liability stated in the policy exceed the limits of liability required by a written contract or written agreement in effect during this policy period and signed and executed by you prior to the loss for which coverage is sought, the insurance provided by this endorsement shall be limited to the limits of liability required by such contract or agreement. This endorsement shall not in- crease the limits stated in Section III - LIMITS OF INSURANCE. b) The insurance provided to the additional in- sured does not apply to "bodily injury", "prop- erty damage", "personal injury" or "advertising injury" arising out of an architect's, engineer's or surveyor's rendering of or failure to render any professional services including: 1. The preparing, approving or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders, or drawings and specifi- cations; and c) This insurance does not apply to "bodily in- jury" or "property damage" caused by "your work" included in the "products -completed operations hazard" unless you are required to provide such coverage for the additional in- sured by a written contract or written agree- ment in effect during this policy period and signed and executed by you prior to the loss for which coverage is sought and then only for the period of time required by such con- tract or agreement and in no event beyond the expiration date of the policy. 3. Subpart (1)(a) of the Pollution exclusion under Paragraph 2., Exclusions of Bodily Injury and Property Damage Liability Coverage (Section I - Coverages) does not apply to you if the "bodily injury" or "property damage" arises out of "your work" performed on premises which are owned or rented by the additional insured at the time "your work" is performed. 4. Any coverage provided by this endorsement to an additional insured shall be excess over any other valid and collectible insurance available to the additional insured whether primary, excess, con- tingent or on any other basis unless a written contract or written agreement in effect during this policy period and signed and executed by you prior to the loss for which coverage is sought specifically requires that this insurance apply on a primary or non-contributory basis. When this in- surance is primary and there is other insurance available to the additional insured from any source, we will share with that other insurance by the method described in the policy. 5. As a condition of coverage, each additional insured must: II. Supervisory or inspection activities per- a.) Give us prompt written notice of any "occur - formed as part of any related architectural rence" or offense which may result in a claim or enaineerina activities. and prompt written notice of "suit". 009039 v �2 ^.S 13 .1? Coryrigh', The Travelers !n 1 'k ave, is I,cemn„y company, 2002 Page 1 of 2 � a LU W CD 0 ? Z w LU a O LL N W Z a? N U 0 LL O 0 LOUZZoc��� Q 0-1 m Z 0 Z W W E' U f. aN~ H a OD a LO OD MN +' O V O U J ti g v o a 3 r i� w Lr 4 4. O 0. LU o wIf w r4) w J d (-,, -A I- s LL � n O w z 1 7 COMMERCIAL GENERAL LIABILITY b.) Immediately forward all legal papers to us, cooperate in the investigation or settlement of the claim or defense against the "suit," and otherwise comply with policy conditions. c.) Tender the defense and indemnity of any claim or "suit' to any other insurer which also insures against a loss we cover under this endorsement. This includes, but is not limited to, any insurer which has issued a policy of insurance in which the additional insured qualifies as an insured. For purposes of this requirement, the term "insures against' refers to any self-insurance and to any insurer which issued a policy of insurance that may provide coverage for the loss, regardless of whether the additional insured has actually requested that the insurer provide the additional insured with a defense and/or indemnity under that policy of insurance. d.) Agree to make available any other insurance that the additional insured has for a loss we cover under this endorsement. Page-2 of 2 Copyright, The Travelers Indemnity Company, 2002 CG D2 46 10 02 SECTION 00635 CERTIFICATE OF SUBSTANTIAL COMPLETION TO: CITY OF FORT COLLINS (OWNER) DATE OF SUBSTANTIAL COMPLETION: PROJECT TITLE: ZIEGLER ROAD WIDENING PROJECT; BID NO. 5834 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 substan- tially complete and will assume full possession of the project or specified area of the project at 12:01 a.m., on The responsibility for heat, utilities, security, and insurance under the Contract Documents shall be as set forth under "Remarks" below. CITY OF FORT COLLINS, COLORADO By: OWNER REMARKS: AUTHORIZED REPRESENTATIVE DATE 7/96 Section 00635 Page 1 SECTION 00640 CERTIFICATE OF FINAL ACCEPTANCE TO: Gentlemen: You are hereby notified that on the Fort Collins, Colorado, has for the ZIEGLER ROAD WIDENING _ day of _ accepted city of PROJECT; 20 20_, the City of the Work completed by Fort Collins project, BID NO. 5834. A check is attached hereto in the amount of $ all Work done, subject to the terms of the Contract as Final Payment for Documents which are dated In conformance with the Contract Documents for this project, your obligations and guarantees will continue for the specified time from the following date: Sincerely, OWNER: City of Fort Collins By: Title: ATTEST: Title: 7/96 -Section 00640 Page 1 SECTION 00650 LIEN WAIVER RELEASE (CONTRACTOR) TO: City of Fort Collins, Colorado (OWNER) FROM: (CONTRACTOR) PROJECT: ZIEGLER ROAD WIDENING PROJECT; BID NO. 5834 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 of 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 Iof the project were furnished, delivered or performed by the CONTRACTOR or its agents, employees, and servants, or by and through the CONTRACTOR by various Subcontractors or materialmen or their agents, employees and servants and further affirms the same have been paid in full and have released in full any and all existing or possible future mechanic's liens or rights or claims against the project or any funds in the OWNER'S possession or control concerning the project or against the OWNER or its officers, agents, employees or assigns arising out of the project. 4. The CONTRACTOR agrees to defend and hold harmless the OWNER, the lender, if any, and the Surety on the project against and from any claim hereinafter made by the CONTRACTOR'S Subcontractors, materialmen, employees, servants, agents or assigns against the project or against the OWNER or its officers, employees, agents or assigns arising out of the project for all loss, damage and costs, including reasonable attorneys fees, incurred as a result of such claims. 7/96 Section 00650 Page 1 5. The parties acknowledge that the description of the project set forth above constitutes and adequate description of the property and improvements to which this Lien Waiver Release pertains. It is further acknowledged that this Lien Waiver Release is for the benefit of and may be relied upon by the OWNER, the lender, if any, and Surety on any labor and material bonds for the project. Signed this day of 20 CONTRACTOR By: Title: ATTEST: Secretary STATE OF COLORADO )ss. COUNTY OF LARIMER ) Subscribed and sworn to before me this day of 20 , by Witness my hand and official seal. My Commission Expires: Notary Public 7/96 Section 00650 Page 2 — Y �W SECTION 00660 CONSENT OF SURETY TO: City of Fort Collins, Colorado (hereinafter referred to as the "OWNER") CONTRACTOR: PROJECT: ZIEGLER ROAD WIDENING PROJECT; BID NO. 5834 CONTRACT DATE: In accordance with the provisions of the Contract between the OWNER and the CONTRACTOR as indicated above, for (Surety) on bond of hereby approves of the Final Payment to the CONTRACTOR, and agrees that Final Payment to the CONTRACTOR shall not relieve the Surety Company of any of its obligations to the OWNER, as set forth in the said Surety Company's Bond. IN WITNESS WHEREOF, the Surety Company has hereunto set its hand this day of , (Surety Company) By ATTACH: Power of Attorney and Certificate of Authority of Attorney(s)-in-Fact. 7/96 Section 00660 Page 1 SECTION 00670 APPLICATION FOR EXEMPTION CERTIFICATE Insert State certificate here. DR 0172 (12(98) COLORADO DEPARTMENT OF REVENUE DENVER CO 80261 (303)232-2418 CONTRACTOR APPLICATION FOR EXEMPTION CERTIFICATE Pursuant to Statute Section 39-26.114(i)(a)(M) L DO NOT WRITE IN THIS SPACE The exemption certificate for which you are applying must be used only for the purpose of purchasing construction and building materials for the exempt project described below. This exemption does not include or apply to the purchase or rental of equipment, supplies, and materials which are purchased, rented, or consumed by the contractor and which do not become a part of the structure, highway, road, street, or other public works owned and used by the exempt organization. Any unauthorized use of the exemption certificate will result in revocation of yourexemption certificate and otherpenalties 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 COMPLETEALL BOXES WILL CAUSE THEAPPLICATION TO BE DENIED. Registration/Account No. (to be assigned by DOR) Period 0170-750 (999} 89 - Trade name/DB : Owner, partner, or corporate name: MaNing address (City, State, Zip): Contact Person, E-Mail address: Federal Employer's identification Number: Bid amount for your contract: Fax number: Business telephone number. Colorado withholding tax account number. Oeotmpt •+��•y .r• .n •r w. 77 t organization (as shown on contract): Exempt organizatbn's number. 98 - Address of exempt organization (City, State, Zip): Prindpal contact at exempt organizatlow Principal contacts telephone number Physical location of project site (give actual address when applicable and Cities and/or County Qes) where project Is located) Scheduled Month Day Year Estimated Month Day Year construction start date: completion date: O 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. Tide of corporate officer: Date: DO NOT WRITE BELOW THIS LINE SECTION 00700 GENERAL CONDITIONS GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT These GENERAL CONDITIONS have been developed by using the STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT prepared by the Engineers Joint Contract Documents Committee, EJCDC No. 1910-8 (1990 Edition), as a base. Changes to that document are shown by underlining text that has been added and striking through text that has been deleted. EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) WITH CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) February 3, 2004 CITY OF FORT COLLINS PLANHOLDERS LIST FOR BID #5834 ZIEGLER ROAD WIDENING PROJECT LAFARGE 1800 N TAFT HILL ROAD FT. COLLINS, CO 80521 PH 970-407-3900 FAX 970-407-3600 J 2 CONTRACTING 929 38T" AVE CT, #106 GREELEY, CO 80634 PH 970-392-0694 FAX 970-392-0695 CONNELL RESOURCES 4305 EAST HARMONY RD FT. COLLINS, CO 80528 PH 970-223-3151 FAX 970-223-3191 ALL ABOUT SAFETY 12607 WELD COUNTY RD 76 EATON, CO 80615 PH 970-686-6644 FAX 970-686-6059 UNITED RENTAL 2456 E 9T" ST LOVELAND, CO 80537 PH 970-667-3620 FAX 970-667-3930 EXPRESS CONCRETE 5305 ZIEGLER RD FT. COLLINS, CO 80528 PH 970-225-1287 FAX 970-229-0846 GERRARD EXCAVATING 1739 S COUNTY RD 13C LOVELAND, CO 80537 PH 970-669-1463 FAX 970-669-1964 J A SAFETY 1304 DUFF DR #14 FT. COLLINS, CO 80524 PH 970-221-3440 FAX 970-221-3480 QUALITY TRAFFIC CONTROL 216 RACQUETTE OR #5 FT. COLLINS, CO 80524 PH 970-493-0865 FAX 970-493-0869 CARNES SERVICE P O BOX 1258 WELLINGTON, CO 80549 PH 970-568-2632 FAX DON KEHN CONSTRUCTION 6550 S COUNTY RD 5 FT. COLLINS, CO 80526 PH 970-226-4111 FAX BURKE CONCRETE 672 MOUNT HARVARD RD LIVERMORE, CO 80536 PH 970-419-8538 FAX 970-482-2724 COLORADO CONSTRUCTORS 6810 N BROADWAY, SUITE B DENVER, CO 80221 PH 303-427-0868 FAX 303-427-0882 G L HOFF CONSTRUCTION P O BOX 7448 LOVELAND, CO 80537 PH 970-669-3255 FAX 970-663-1566 TABLE OF CONTENTS OF GENERAL CONDITIONS Article or Paragraph Page Article or Paragraph Page Number & Title Number Number & Title Number 1. DEFINITIONS......................................................b 2. PRELIMINARY MATTERS .................... 3 1.1 Addenda.............................................1 2.1 ............ Delivery of Bonds ............... ..............3 1.2 Agreement ......................................... 1 2.2 Copies of Documents....................... 1.3 Application for Payment ,,,,,,,,,,,,,,,,•,,,••,1 2.3 Commencement of Contract 1.4 Asbestos .............................................. I Times; Notice to Proceed,,,,,,,,,,•,•• 3 1.5 Bid .......... ......... ......... ...........1 2.4 Starting the Work............... 1.6 Bidding Documents ......................... ....t 2.5-2.7 Before Starting Construction; 1.7 Bidding Requirements.. ....................... CONTRACTOR's Responsibility 1.8 Bonds ................ ........................•.••.•.. 1 to Report; Preliminary Schedhles; 1.9 Change Order ........ ......... ........... Delivery of Certificates of 1.10 Contract Documents ......... .......... .......... I Insurance............................ 1.11 Contract Price ,,,,,,,,,,,,•.................... ,,,, 1 2.8 .....3-4 Preconstruction Conference4 1.12 Contract Times ....... ......... P ...........1 2.9 Initially Acceptable Schedules 1.13 CONTRACTOR..................................1 .........4 1.14 defective.............................................1 3. CONTRACT DOCUMENTS: INTENT, 1.15 Drawings............................................1 AMENDING, REUSE.............................. 4 1.16 Effective Date of the Agreement ........... 1 3.1-3.2 Intent 4 ................................. 1.17 ENGINEER.........................................1 3.3 . Reference to Standards and Speci- 1.18 ENGINEEWs Consultant ...................... fications of Technical Societies; 1.19 Field Order ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,••••... 1 Reporting and Resolving Dis- 1.20 General Requirements,,,,,,,,,,,,,,,„ „••...2 crepancies................................. 4-5 1.21 Hazardous Waste .... ......... .....•..•.2 3.4 Intent of Certain Terms or 1.22.a Laws and Regulations; Laws or Adjectives ,,,,,,,,,,,•,•••„ 5 Regulations .............. .................... 2 3.5 ............... Amending Contract Docunents5 1.22.b Legal Holidays ..................................... 2 3.6 ......... Supplementing Contract 1.23 Liens..................................................7 Documents..................... 1.24 Milestone............................................2 3.7 Reuse of Documents,,,.,,,,,,•,,,••,•. j 1.25 Notice of Award,,,,,,,,,,,,,,,,,,,,•„•„•,,,._ 2 1.26 Notice to Proceed ... .............................. 4. AVAILABILITY OF LANDS; 1.27 OWNER,,,,,,,,,, ................. .................. 2 SUBSURFACE AND PHYSICAL CONDITIONS; 1.28 Partial Utilization .............................. 2 REFERENCE POINTS..................... 5 9 PCBs..................................................2 4.1 ............ Availability of Lands ..................... 5-6 1.30 Petroleum ,,,,,,,,,,,,,,,,,,,,,,,,••......•,•„•.••„2 4.2 Subsurface and Physical 1.31 Project................................................2 Conditions. 6 1.32.a Radioactive Material ...... ,..................... 2 4.2.1 .......................... ......... Reports and Drawings......................5 1.32.b Regular Working Hours,,,,,,,,,,,,,,,,,,,,,,• 2 4.2.2 Limited Reliance by CONTRAC- 1.33 Resident Project Representative,,,,,,,,,,,, 2 TOR Authorized; Technical 1.34 Samples............ ...............2 Data ......................... 1.35 Shop Drawings.................................... 2 4.2.3 Notice of Differing.....Subsurface 1.36 Specifications ,,,,,,,,,,,,,•„_............,__ 2 or Physical Condition4,,,,,.........,, 6 1.37 Subcontractor,,,,,,,,, ,,,,,,•, ................ 2 4.2.4 , ENGINEER's Review 6 1.38 Substantial Completion ....................... 4.2.5 Possible Contract Documents 1.39 Supplementary Conditionq...................7 Change.................. 6 1.40 Supplier ,,,,,,,,,,,,,,,,••,,,_,•......__....•••....•.•? 4.2.6 p...................... Possible Price and Times 1.41 Underground Facilities .....................-3 Adjustments .............................(-7 1.42 Unit Price Work ................................... 4.3 Physical Conditions --Underground 1.43 Work..................................................3 Facilities......7 1.44 Work Change Directive., ....................•3 4.3.1 ................................. Shown or Indicated 1.45 Written Amendment ....................•,•„ •.3 4.3.2 , .............,••7 Not Shown or Indicated,,,,,,,,,,, .•,••••7 4.4 Reference Pointy_,,,,,,, EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) Article or Paragraph Page Article or Paragraph Page Number & Title Number Number & Title Number 4.5 Asbestos, PCBs, Petroleum, 6.25 Submittal Proceedures; CON_ Hazardous Waste or TRACTOR's Review Prior Radioactive Material....................7-8 to Shop Drawing or Sample Submittal....................................16 5. BONDS AND INSURANCE ................................. 8 6.26 Shop Drawing & Sample Submit- 5.1-5.2 Performance, Payment and Other tals Review by ENGINEER ...... 16-17 -� Bonds ............................................... 6.27 Responsibility for Variations 5.3 Licensed Sureties and Insurers; From Contract Documents ........... 17 Certificates of Insurance 5 6.28 Related Work Performed Prior 5.4 CONTRACTOR's Liability to ENGINEER's Review and Insurance ..........................................9 Approval of Required 5.5 OWNER's Liability Insurance ............... Submittals ................................... 17 5.6 Property Insurance ..........................9-10 6.29 Continuing the Work,..................... j7 -. 5.7 Boiler and Machinery or Addi- 6.30 XONTRACTOWs General tional Property Insurancq.................10 Warranty and Guarantee, .............. 17 5.8 Notice of Cancellation ProNision ......... 10 6.31-6.33 Indemnification .........................17-18 -. 5.9 CONTRACTOR's Responsibility 6.34 Survival of Obligations ................... J 8 for Deductible Amounts..................10 5.10 Other Special Insurance ..................... JO 7. OTHERWORK................................................. J8 5.11 Waiver of Rights................................11 7.1-7.3 Related Work at Site ....................... J 8 5.12-5.13 Receipt and Application of 7.4 Coordination.................................18 Insurance Proceeds .....................10-11 5.14 Acceptance of Bonds and Insir- 8. OWNER'S RESPONSIBILITIES .........................18 ance; Option to Replace...................11 8.1 Communications to CON- 5.15 Partial Utilization --Property TRACTOR.................................18 Insurance. ....................................... 11 8.2 Replacement of ENGINEER ...,,,,,:,,,18 8.3 Furnish Data andPay Promptly 6. CONTRACTOR'S RESPONSIBILITIES ...............I I When Due .................................. 18 6.1-6.2 Supervision and Superintendenc@....... 11 8.4 Lands and Easements; Reports 6.3-6.5 Labor, Materials and Equipment... 11-12 and Tests...............................1849 6.6 Progress Schedule..............................12 8.5 Insurance ....................................... 19 6.7 Substitutes and "Or -Equal" Items; 8.6 Change Orders...............................19 CONTRACTOR's Expense; 8.7 Inspections, Tests and -. Substitute Construction Approvals...................................19 Methods or Procedures; 8.8 Stop or Suspend Work; ENGINEER's Evaluation.............12-13 Terminate CONTRACTOR's 6.8-6.11 Concerning Subcontractors, Services......................................19 Suppliers and Others; 8.9 Limitations on OWNER'S Waiver of Rights ........................13-14 Responsibilities ........................... 19 6.12 Patent Fees and Royalties...................14 8.10 Asbestos, PCBs, Petroleum, 6.13 Permits.............................................14 Hazardous Waste or 6.14 Laws and Regulations,,,,,,,,,,,,,,, .,,,,,,,,14 Radioactive Material ,,,,,,,,,,,,,,,,,,,,19 6.15 Taxes...........................................14-15 8.11 Evidence ofFinancid _. 6.16 Use of Premises ................................ 15 Arrangements ,............................. 19 6.17 Site Cleanlinesg................................ 15 6.18 Safe Structural Loading.....................J5 9. ENGINEER'S STATUS DURING 6.19 Record Documents ..........................15 ... CONSTRUCTION.............................................. 19 6.20 Safety and Protection .................... 15-16 9.1 OWNER's Representative ............... 19 6.21 Safety Representative ......................... J6 9.2 Visits to Site .................................. 19 6.22 Hazard Communication Program$ ...... 16 9.3 Project Representative ............... 19-21 -- 6.23 Emergencies.....................................16 9.4 Clarifications and Interpre- 6.24 Shop Drawings and Sampleq..............16 tations......................................... 1 9.5 Authorized Variations in Vbrk........ 21 111 EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9N#" 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- 9.7-9.9 Shop Drawings, Change Orders NEER's Request .....................27-28 and Payments .................................. 21 13.10 OWNER May Stop the Work, .......... 28 9.10 Determinations for Unit Priceg....... 1-22 13.11 Correction or Removal of 9.11-9.12 Decisions on Disputes; ENGI- Defective Work ...........................78 NEER as Initial Interpreter..............22 13.12 Correction Period...... ................. 9.13 Limitations on ENGINEER'S 13.13 Acceptance ofDefective Work ......... 28 Authority and Responsibilities.... 22-23 13.14 OWNER May Correct Defective Work ..................................... 28-29 CHANGES IN THE WORK ......:................................ 23 10.1 OWNER's Ordered Change................23 14. PAYMENTS TO CONTRACTOR AND 10.2 Claim for Adjustment........ ................. 23 COMPLETION,,,,,,,,,,,,,,,,,, 29 10.3 Work Not Required by Contract 14.1 ................ Schedule of Values ....................... 29 Documents .................................... 23 14.2 Application for Progress 10.4 Change Orderq................................. 23 Payment ..................................... 29 10.5 Notification of Surety ........................23 14.3 CONTRACTOR's Warranty of Title...........................................29 Title ........................................... CHANGE OF CONTRACT PRICE 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........................... 4-25 14.11 Final Inspection... 1 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, ................................ 2 * 5-26 14.15 Waiver of Claims ...................... 31-32 11.8 Cash Allowances ..... ......... .........26 11.9 Unit Price World„ .............................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 ................. 2 12.2 Time of the Essenc........................... 26 15.5 CONTRACTOR May Stop 12.3 Delays Beyond CONTRACTOR's Work or Terminate ................. 32-33 Control ...................................... 26-27 12.4 Delays Beyond OWNER's and 16. DISPUTE RESOLUTION .................................. 33 CONTRACTOR's Control................27 17. MISCELLANEOUS...........................................33 TESTS AND INSPECTIONS; CORRECTION, 17.1 Giving Notice ................................ 33 REMOVAL OR ACCEPTANCE OF 17.2 Computation of Times....................33 DEFECTIVE WORK........, ............27 ................ 17.3 Notice of Claim .......... ... 13.1 Notice of Defects...............................77 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 .............................33 . CONTRACTOR's Cooperation......... 27 17.6 Applicable State Laws............ 33-34 13.4 OWNER's Responsibilities; Intentionally left blank ...................................... 35 Independent Testing Laboratory....., 27 13.5 CONTRACTOR's E7HiIBIT GC -A: (Optional) Responsibilities ............ . ...............27 Dispute Resolution Agreement ..................... GC -Al 13.6-13.7 Covering Work Prior to Inspec- 16.1-16.6 Arbitration JX-Al tion, Testing or Approvat................27 16.7 Mediation ................................ GC -Al 1° EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) INDEX TO GENERAL CONDITIONS City of Fort Collins modifications to the General Conditions of the Construction Contract are not shown in this index Article or Paragraph Number Acceptance of -- Bonds and Insurance........................................5,14 defective Work............................10.4.1, 13.5, 13.13 final payment ........................................ 9.12, 14.15 insurance......................................................... 5.14 other Work, by CONTRACTOR ..........................7.3 Substitutes and "Or -Equal" Item* ............... I:....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 Specificationsl....... (1.6, 1.10, 6.19), 1.1 Additional Property Insurance* ................................. 5.7 Adjustments -- Contract Price or Contract Times ...........................J•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 -- definitionof......................................................1.2 "All -Risk" Insurance, policy fornk ...........................5.6.2 Allowances, Cash....................................................11.8 Amending Contract Document4. 3.5 Amendment, Written -- in general ................ J.10, 1.45, 3.5, 5.10, 5.12, 6.6.2 .........................6.8.2, 6.19, 10.1, 10.4, 11.2 ....................................12.1, 13.12.2, 14.7.2 Appeal, OWNER or CONTRACTOR intent to ..........................9.10, 9.11, 10.4, 16.2, 16.5 Application for Payment -- definition of......................................................1.3 ENGINEER's Responsibility ...............................9.9 final payment.................9.13.4, 9.13.5, 14.12-14.15 in general ..........................2.8, 2.9, 5.6.4, 9.10, 15.5 progress payment.....................................14.1-14.7 review of..................................................14.4-14.7 Arbitration.....................................................16.1-16.6 Asbestos -- claims pursuant thereto............................4.5.2, 4.5.3 CONTRACTOR authorized to stop Work .......... 4.5.2 definitionof.......................................................1,.4 Article or Paragraph Number OWNER responsibility for,,,,,,,,,,,,,,,,,,,,,,,,,,,, 4.5.1, 8.10 possible price and times chanSe....................... 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 Inspectionk ...................9.13.4, 13.5, 14.12 Certificates of Insurance..............2.7, 5.3, 5.4.11, 5.4.13, .......................5.6.5, 5.8, 5.14, 9.13A, 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, ....................... J3.13, 13.14,14.7,15.1, 15.5 CONTRACTOR's fee .........................................11.6 Cost of the Work general ............................................... 11.4-11.7 Exclusions to..............................................11.5 Cost Records.....................................................11.7 in general ............. J.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 E]CDC GENERAL CONDITIONS 1910-8 (1990 EDITIO - w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9 1 .r Unit Price Work...........................................11.9 CONTRACTOR'S Fee.......................................11.6 Article or Paragraph Number Valueof 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 Document$.......................:A.5 Cash Allowances ...................... ..................11.8 Change of Contract Price ............... I ..................... I I Change of Contract Times...................................12 Changes in the Work„ ......... ......... ......„ 10 CONTRACTOR'S fee........................................11.6 Cost of the Work.......................................11.4-11.7 Cost Records....................................................11.7 definition of.......................................................1.9 emergencies ................... ..................... 6.23 ENGINEER'S responsibility ....... 9.8, 10.4, 11.2, 12.1 execution of...................................................:.10.4 Indemnifictioxt .........................0.12, 6.16, 6.31-6.33 Insurance, Bonds anck......................5.10, 5.13, 10.5 OWNER may terminate ......... ............15.2-15.4 OWNER'S Responsibility„ ...........................$.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, ........................................... JO.4 Right to an adjustment......................................10.2 Scope of change........................................10.3-10.4 Claims -- against CONTRACTOR....................................6.16 against ENGINEER .......................................... .32 againstOWNER...............................................6.32 Change of Contract Price 9.4, 11.2 Change of Ccutract Times, .......................... 9.4,12.1 CONTRACTORS.............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 A 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 ...... ............. j6.1-16.6 ENGINEER as initial interpreto;.......................9.11 Lump Sum Pricing.........................................11.3.2 Noticeof..........................................................17.3 OWNERS....................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 os}..... ....................... q,ll Substitute Items.............................................6.7.1.2 Time Extension,,,, *. .............. *"*.......................12.1 Time requirements.......... ................ 9.11, 12.1 Unit Price Work ......... ....... ..............11.9.3 Valueof...........................................................11.3 Waiver of --on Final Payment.................J4.14, 14.15 Work Change Directive,.......... *...................... 10.2 written notice required ......................9.11, 11.2, 12.1 Clarifications and Interpretations........_... 3.6.3, 9.4, 9.11 CleanSite...........................................................0.17 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 ....................... .22 Completion -- Final Application for Payment ..........................14.12 Final Inspection ..................... Final Payment and Acceptance...............14.13-14.14 Partial Utilization ........ ..... .. ....................... J4.10 '.... Substantial Completion"*"*"**". ......... 1.38, 14.8-14.9 Waiver of Claims............................................14.15 Computation of Times ....... ........................ 17.2.1-17.2.2 Concerning Subcontractors, Suppliers and Others .................................................6.8-6.11 Conferences -- initially acceptable schedules..............................2.9 preconstruction...................................................2.8 Conflict, Error, Ambiguity, Discrepancy -- CONTRACTOR to Report ..........................2.5, 3.3.2 Construction, before starting by CONTRACTOR ........................................... 2.5-2.7 Construction Machinery, Equipment, etc.......„, Continuing the Work ................................... 6.29, 10.4 Contract Documents-- Amending..........................................................3.5 Bonds ............................ 5.1 EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) Cash Allowances .............................................. 11.8 Article or Paragraph Number Change of Contract Price....................................11 Change of Contract Times...................................12 Changes in the Work................................10.4-10.5 check and verify ................................................. 2.5 Clarifications and Interpretations .........................3.2, 3.6, 9.4, 9.11 definition of.....................................................1.10 ENGINEER as initial interpreter of ................... Q.l 1 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 dat$...............9.3 OWNER's responsibility to make prompt payment ..........................8.3, 14.4, 14.13 precedence................................................3.1, 3.3.3 Record Documents............................................0.19 Reference to Standards and Specifications of Technical Societies...................................3.3 Related Work.....................................................7.2 Reporting and Resolving Discrepancies,.,,,.,, 2.5, 3.3 Reuseof...........................................................3.7 Supplementing.................................................. 3.6 Termination of ENGINEER's Employment .......... 8.2 Unit Price Work...............................................11.9 variations..........................................3.6, 6.23, 6.27 Visits to Site, ENGINEER's ............................... 9.2 Contract Price -- adjustment of,,,,,,,,,,,,,,, 3.5, 4.1, 9.4, 10.3, 11.2-11.3 Changeof..........................................................J 1 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 ......................................... .29, 10.4 coordination and scheduling............................f..9.2 definition of.....................................................1.13 Limited Reliance on Technical Data Authorized, ........................................ 4.2.2 May Stop Work or Terminate............................i5.5 provide site access to others ....................... 7.2, 13.2 Safety and Protection ...................4.3.1.2, 6.16, 6.18, ........ ........... ...................6.21-6.23, 7.2, 13.2 Shop Drawing and Sample Review Prior to Submittal........................................6.25 Stop Work requirements..................................4.5.2 CONTRACTOR's— — Article or Paragraph Number Compensation............................................11.1-11.2 Continuing Obligation.....................................14.15 Defective Work ............................... 9.6, 13.10-13.14 Duty to correct defective Work ..........................J3.11 Duty to Report -- Changes in the Work caused by Emergency ........................................... 6.23 Defects in Work of Others..............................7.3 Differing conditionq,,,,,,,,,,,,,,,,, I.................4.2.3 Discrepancy in Documents,,,,,,., 2.5, 3.3.2, 6.14.2 Underground Facilities not indicate4........... .3.2 Emergencies.....................................................0.23 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 .......................0.30 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 ....................0.3-6.5 Laws and Regulations, Compliance by ............. 6.14.1 Liability Insurance..............................................5.4 Notice of Intent to Appeal .........................9.10, 10.4 obligation to perform and complete theWork....................................................0.30 Patent Fees and Royalties, paid for by,,,,,,,,,,,,,,,,, 6.12 Performance and Other Bonds.............................5.1 Permits, obtained and paid for by.......................0.13 Progress Schedule ..........................2.6, 2.8, 2.9, 6.6, ........................................ 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. 9, 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..............................6.7.3 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 vii EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION]_ w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/9 Labor, Materials and Equipment..............0.3-6.5 Laws and Regulations ................ „6.14 Liability Insurance . ................................ 5.4 Article or Paragraph Number Notice of variation from Contract Documents. .......................................... 6.27 Patent Fees and Royalties.............................(,12 Permits.......................................................0.13 Progress Schedule.........................................6.6 Record Documents.......................................6.19 related Work performed prior to ENGINEER's approval of required submittals............................................. 6.28 safe structural loading.................................6.18 Safety and Protection .................... 6.20, 7.2, 13.2 Safety Representative,, 6.21 Scheduling the Work ... ...............6 9.2 Shop Drawings and Sample§........................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" Itemq................6.7.1 Superintendence ............................................ 6.2 ......................... Supervision...................................................0.1 Survival of Obligations ................. :.............. 6.34 Taxes.......................................................... Tests and Inspections...................................13.5 To Report ............... ..2.5 Use of Premises .....................6.16-6.18, 6.30.2.4 Review Prior to Shop Drawing or Sample Submittal,, .. 6.25 Right to adjustment for changes in the Wort ..... 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, .................. .20-6.22, 7.2, 13.2 Safety Representative ...................................... 6.21 Shop Drawings and Samples Submittal$ ..... 6.24-6.28 Special Consultants........................................11.4.4 Substitute Construction Methods and Procedure$„63 Substitutes and "Or -Equal" Items, Expense ............................... ........... 6.7.1, 6.7.2 Subcontractors, Suppliers and Other$,,........ 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,.....,... ..... J4.3 ......................... Written Notice Required - CONTRACTOR stop Work or terminate ....... 15.5 Reports of Differing Subsurface and Physical Condition ........................4.2.3 Substantial Completion, ...............................14.8 viii CONTRACTORS --other .............................................. 3 Contractual Liability Insurance 5A.10 Contractual Time Limits...... 12 2 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 Inspection$ ..................................... 13.4 Records11.7 Cost of the Work -- Bonds and insurance, additional ...................11.4.5.9 Cash Discounts*.................. .......................... „11.4.2 CONTRACTOR' Fee *. .....11.6 Employee Expenses.....I...............................11.4.5.1 Exclusions to.....................................................j 1.5 General11.4-11.5 Home office and overhead expenseq.................... l i.5 Losses and damages .......................... 11.4.5.6 Materials and equipment................................11.4.2 Minor expenses ................................ ...........11.4.5.8 Payroll costs on changes.................................11.4.1 performed by Subcontractors............................11.4.3 Recordsll.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 facilitie$................11.4.5.2 Special Consultants, CONTRACTOR'S............ j 1.4.4 .Supplemental.................................................11.4.5 Taxes related to the WorIS,,,,,,,,,,,,,,, 11.4.5.4 Tests and Inspection..........................................13.4 Trade Discounts.............................................11.4.2 Utilities, fuel and sanitary facilitiey ..............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..............................83 Day --definition of........... 17.2.2 Decisions on Disputes ......... ..................... 9.11, 9.12 defective --definition of ...... I.................................... J.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) Correction or Removal of.....................10.4.1, 13.11 Correction Period............................................13.12 in general.........................................13, 14.71 14.11 Article or Paragraph Number Observation by ENGINEER ................................ 9.2 OWNER May Stop Work.................................13.10 Prompt Notice of Defects...................................13.1 Rejecting...........................................................9.6 Uncovering the Work........................................13.8 Definitions................................................................ I Delays ..................................... 4.1, 6.29, 12.3-12.4 Delivery of Bonds.....................................................2.1 Delivery of certificates of insurance ............................ �3 Determinations for Unit Prices ................................ 9.10 Differing Subsurface or Physical Conditions -- Noticeof........................................................4.2.3 ENGINEEWs 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 genera116 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..........................................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 responsibilitie4,,,,,9.13 Replacement of .................................................. 8.2 Resident Project Representative ...........................9.3 ENGINEER's Consultant -- definition of ..................1.18 ENGINEER's-- authority and responsibility, limitations o4........9.13 Authorized Variations in the Wort.....................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 ora.................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 Construction -- authorized variations in the Work .................9.5 Clarifications and Interpretationg ..................9.4 Decisions on Disputes..........................9.11-9.12 Determinations on Unit Price .......................9.10 ENGINEER as Initial Interpretq.......... .11-9.12 ENGINEER's Responsibilities ................9.1-9.12 Limitations on ENGINEER's Authority and Responsibilities..............................9.13 OWNER's Representative..............................9..1 Project Representative...................................9.3 Rejecting Defective Work..............................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 .................. J 1.4.5.3 Equivalent Materials and Equipment .........................0.7 error or omission$..................................................6.33 Evidence of Financial Arrangement$ ......................$.11 Explorations of physical conditions ........................4.2.1 Fee, CONTRACTOR's--Costs Plus ...........................11.6 Field Order -- definition of.....................................................1.19 issued by ENGINEER ................................ 3.6.1, 9.5 Final Application for Payment..............................14.12 Final Inspectioil...................................................14.11 Final Payment -- and Acceptance.....................................14.13-14.14 Prior to, for cash allovances...............................11.8 General Provisions..........................................17.3-17.4 General Requirements -- definition of.....................................................1.20 principal references tq..............7.6, 6.4, 6.6-6.7, 6.24 GivingNotice......................................................... 17.1 Guarantee of Work --by CONTRACTOR........6.30, 14.12 Hazard Communication Program$ ...........................6.22 Hazardous Waste -- definition of.....................................................1.21 general............................................................. 4.5 OWNER's responsibility for...............................8.10 ix EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/9 Indemnification .............................. 0..12,6.16, 6.31-6.33 Initially Acceptable Schedules ..................................2.9 Inspection -- Certificates of ..............................9.13.4, 13.5, 14.12 Final........................................................... 14.11 Article or Paragraph Number Special, required by ENGINEER ......................... 9.6 Tests and Approval .............................$.7, 13.3-13.4 Insurance -- Acceptance of, by OWNER ...............................5.14 Additional, required by changes in the Work ............................................ 11.4.5.9 Before starting the Work .................................... 2.7 Bonds and --in general ..........................................5 Cancellation Provisions ...................................... 5.8 Certificates of ................... 7.7, 5, 5.3, 5.4.11, 5.4.13, ........................5.6.5, 5.8, 5.14, 9.13.4, 14.12 completed operationA ..................................... 5.4.13 CONTRACTOR's Liability ..................................5.4 CONTRACTOR's objection to coverage ............. 5.14 Contractual Lability ...................................... 5.4.10 deductible amounts, CONTRACTOR's responsibility ................................................5.9 Final Application for Payment .........................14.12 Licensed Insurers ...............................................5.3 Notice requirements, material change* ........ 5.8,10.5 Option to Replace ............................................5.14 other special insurances................................... 5.10 OWNER as fiduciary for insuredA .............. 5.12-5.13 OV,rNER!s Liability ............................................5.5 OWNEWs Responsibility .................................... 8.5 Partial Utilization, Property Insurancq ...............5.15 Property ..................................................... 5.6-5.10 Receipt and Application of Insurance Proceeds ......... ; ................................... 5.12-5.13 Special Insurance ............................................. 5.10 Waiver of Rights ..............................................5.11 Intent of Contract Documents .............................. 3.1-3.4 Interpretations and Clarifications ...............* ..... 3.6.3,9.4 Investigations of physical conditionp ........... ­ ............4.2 Labor, Materials and Equipment ........................... 6.3-6.5 Lands -- and Easements Availability of ............................................. 4.1,8.4 Reports and Tests .......................................... i" .... * .... * ..... ***­*­'­** ...... ..... $.4 an Laws d Regulations --Laws or Regulations— Bonds................................................ ..... *­' ­ ... ' ... '**­­­ ... ­­* .... ** ......... 5.1-5.2 Changes in the Work ........................................10.4 Contract Documents 3.1 CONTRACTOR's Responsibilities .....................0.14 Correction Period, defective Work ....................13.12 Cost of the Work, taxes ...............................11.4.5.4 definition of .....................................................1.22 genera]6.14 Indemnification, ....................................... 6.31-6.33 Insurance " ­ ..... ­* ........ ......................... 5.3 Precedence ............... 3.1,3.3.3 Reference to 3.3.1 Safety and Protection ................................6.20, ...................6.20,13.2 Subcontractors, Suppliers and Otherq ........... 6.8-6.11 Article or Paragraph Number Tests and Inspections ...................................13.5 Use of Premises .............. "'­.....*"***"* ......................... 6.16 Visits to Site.......................................................9.2 Liability Insurance-- CONTRACTOR's................................................ 5.4 OVINER!s ........................................................... 5.5 Licensed Sureties and Insurerl ................................. 5.3 Liens -- Application for Progress Payment .......................14.2 CONTRACTOR's Warranty of Title .................... 14.3 Final Application for Payment ...................:.....14.12 definition of ........................ ­­­ ..................... 1.23 Waiver of Claims ............................................14.15 Limitations on ENGINEER!s 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 .. **** ........ ­ ........................... 3.3.3.1 Reference to in Contract Document* ..................3.3.1 Materials and equipment -- furnished by CONTRACTOR ...............................0.3 not incorporated in Work"*"*...................­*......14.2 Materials or equipment --equivalent ........................... 0.7 Mediation (Optional) .............................................. 16.7 Milestones --definition of ........................................1.24 Miscellaneous -- Computation of Times .......................................17.2 Cumulative Remedies ........................................17.4 Giving Notice ....................................................17.1 ­­­....**"**....­­­­....­'­.....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............................................................. 1:7.3 Defects,13.1 Differing Subsurface or Physical Condition$ ...... 4.2.3 Giving............................................................ ly. I Tests and Inspection$ .................... * ................... J3.3 Variation, Shop Drawing and Sampbg ................6.27 Notice to Proceed -- definition Of ......................................................1.26 givingOf ............................................................2.3 EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) W/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) Notification to Surety ..............................................10.5 Observations, by ENGINEER...........................6.30, 9.2 Occupancy of the Work...................5.15, 6.30.2.4, 14.10 Omissions or acts by CONTRACTOR...............0.9, 9.13 Open Peril policy form, Insurance..........................5.•6.2 Option to Replace....................................................5.14 Article or Paragraph Number "Or Equal" Items...............................a......................0.7 Other work 7 Overtime Work --prohibition of ................................. 6.3 OWNER -- Acceptance ofdefective Work ..........................13.13 appoint an ENGINEER......................................8.2 as fiduciary...............................................5.12-5.13 Availability of Lands, responsibility .....................4.1 definition of......................................................1.27 data, furnish......................................................8.3 May Correct Defective Work...........................1.3.14 May refuse to make payment.............................1.4.7 May Stop the Work.........................................13.10 May Suspend Work, Terminate ...................... :....$.8,.13.10, 15.1-15.4 Payment, make prompt.....................$.3, 14.4, 14.13 performanoe of other work .................................. 7.1 permits and licenses, requirements ....................6.13 purchased insurance requirements .............. 5.6-5.10 OWNER's-- Acceptance of the Work..............................0.30.2.5 Change Orders, obligation to execute.......... 8.6, 10.4 Communications................................................ 8.1 Coordination of the Work ................................... 7.4 Disputes, request for decisior(............................9.11 Inspections, tests and approvals .................. $.7, 13.4 Liability Insurance ............................................. 5.5 Notice of Defects..............................................13.1 Representative --During Construction, ENGINEER's Status......................................9.1 Responsibilities— Asbestos, PCBs, Petroleum, Hazardous Waste or Radioactive Material................$.10 Change Orders ............................................. 8.6 Changes in the Work .................................. 10.1 communications............................................8.1 CONTRACTOR's responsibilities ................... .9 evidence of financial arrangementg.............. M I inspections, tests and approvals .....................8.7 insurance.....................................................8.5 lands and easements.....................................8.4 prompt payment by........................................8.3 replacement of ENGINEER ...........................$.2 reports and tests............................................8.4 stop or suspend Work.................8.8, 13.10, 15.1 terminate CONTRACTOR's services..........................................8.8, 15.2 separate representative at site..............................9.3 testing, independent.........................................13.4 use or occupancy of the Work ..........................5.15, 6.30.2.4, 14.10 written consent or approval required.........................................9.1, 6.3, 11.4 xi EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99 7 #5834 ZIEGLER ROAD WIDENING PAGE 2 SCHMIDT EARTH BUILDERS 7250 GREENRIDGE RD WINDSOR, CO 80550 PH 970-962-9091 FAX 970-962-9081 MOUNTIAN CONSTRUCTORS P O BOX 405 PLATTEVILLE, CO 80651 PH 970-785-6161 FAX 970-785-2515 ZAK DIRT 14290 HILLTOP RD. LONGMONT, CO 80504 PH 970-535-4657 FAX 970-535-4561 T L M CONSTRUCTORS P O BOX 336638 GREELEY, CO 80634 PH 970-346-8323 FAX 970-346-8324 NEW DESIGN CONSTRUCTION 2350 E. 70TH AVE. DENVER, CO 80229 PH 303-286-8500 FAX 303-286-9958 T & T CONCRETE P O BOX 336790 GREELEY, CO 80633 PH 970-352-6721 FAX 970-352-0864 Article or Paragraph Number written notice required ...................... 7.1, 9.4, 9.11, ....................................11.21 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 general 6.30.2.4, 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 ......................J4.2 CONTRACTOR's Warranty of Title ...................a4.3 Final Application for Payment.......,, ................. 14.12 Final Inspection .............................................. J4.11 Final Payment and Acceptant................14.13-14.14 general .....izat........ ..................................... ....... $.3, 14 Partial Utilion............................................14.10 Retainage..........................................................14.2 Review of Applications for Progress Payments ............................... 14.4-14.7 prompt payment..................................................$.3 Schedule of Values ........................................... 14.1 Substantial Completion, .............................. 14.8-14.9 Waiver of Claims............ 14.15 when payments due................................14.4, 14.13 withholding payment.........................................14.7 Performance Bonds,,.,.,,..... .........5.1-5.2 ...................... Permits............................................................6.13 Petroleum -- definition of.....................................................1.30 general.............................................................. 4.5 OWNER's responsibility for...............................8.10 Physical Conditions -- Drawings of, in or relating tq....................... 4.2.1.2 ENGINEER's review,,,,,,,,,,,,,, 4.2.4 existing structures............................................4.2.2 general 4.2.1.2................................ .......................... Notice of Differing Subsurface or,,,,,,,,,,,,,,,,,,,, 4.2.3 Possible Contract Documents Change...............4.2.5 Possible Price and Times Adjustments,,,,,,,,,,,,, 4.2.6 Reports and Drawings ........................ .............. 4.2.1 Subsurface and .................................................... Subsurface Conditions...................................4.2.1.1 .2 Technical Data, Limited Reliance by CONTRACTOR Authorized ...................... 4.2.2 Underground Facilities— general.........................................................4.3 Not Shown or Indicaed .........4.3.2 ..................... Protection of ...................................... 4.3, 6.20 xii Article or Paragraph Number Shown or Indicated ..................:............................. 4.3.1 Technical Data 4.2.2 ........... Preconstruction Conference,,,,,,,,,,,,,,,,,,, 2.8 Preliminary Matters.....................................................7 Preliminary Schedules..............................................2.6 Premises, Use of ............................................ 6.I6-6.18 Price, Change of Contract..........................................11 Price, Contract --definition o. Progress Payment, Applications for,,,,,,,,,,,,,,,,,,, 14.2 Progress Payment--retainagq......... 14.2 Progress schedule, CONTRACTOR's,....,..,,,,7.6, 2.8, 2.9, ................................. 6.6, 6.29, 10.4, 15.2.1 Project --definition of .............. .1.31 Project Representative— ENGINEER's Status During Construction ............9.3 Project Representative, Resident --definition of .........1.33 prompt payment by OWNER.....................................8.3 Property Insurance-- Additional.........................................................5.7 general5.6-5.10 Partial Utilization ................ ..............5.15, 14.10.2 receipt and application of proceeds ............ 5.12-5.13 Protection, Safety and ........................... 6.20-6.21, 13.2 Punchlist..........................................................).4.11 Radioactive Material-- defintion of.....................................................1.32 general4.5 OWNER's responsibility for $,10 ............. Recommendation of Payment. ..............„ 14.4, 14.5, 14.13 Record Documents....,, 0.19, 14.12 Records, procedures for maintaining ..........................7.8 Reference Points Reference to Standards and Specifications of Technical Societies.........................................3.3 Regulations, Laws and(or)......................................6.14 Rejecting Defective Work..........................................9.6 Related Work -- at Site ..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.............................................................Q.3 EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) Article or Paragraph Number Resident Superintendent, CONTRACTOX............... 6.2 Responsibilities— CONTRACTOR's-in general .................................. 6 ENGINEER's-in general........................................9 Limitations on, ............................................ 9.13 OWNER's-in general.............................................8 Retainage............................................................1.4.2 Reuse of Documents..................................................3.7 Review by CONTRACTOR Shop Drawings and Samples Prior to Submittal ..........................0.25 Review of Applications for Progress Payments ..................................... Right to an adjustment....................:......................10.2 Rightsof Way..........................................................4.1 Royalties, Patent Fees and.......................................6.12 Safe Structural Loading..........................................6.18 Safety -- and Protection................................4.3.2, 6.16, 6.18, ........... .... ......... ............ ..6.20-6.21, 7.2, 13.2 general ... ... ............................................... 0.20-6.23 Representative, CONTRACTOR's.......................0.21 Samples -- definition of......................................................1.34 general.....................................................6.24-6.28 Review by CONTRACTOR................................6.25 Review by ENGINEER..............................6.26, 6.27 related Work....................................................0.28 submittal of. ................................................... 0.24.2 submittal procedures.........................................5.25 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..............................7.6, 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 Payments, and.........................................9.7-9.9 definition of......................................................1.35 ENGINEER's approval of ................................ 3.6.2 ENGINEER's responsibility for review ..................................... 9.7, 6.24-6.28 related Work.....................................................0.28 review procedures................................2.8, 6.24-6.28 Article or Paragraph Number submittal required ............................................... 6.24.1 Submittal Procedures ........................................ 6.25 use to approve substitution§ .............................. 6.7.3 Shown or Indicated................................................4.3.1 Site Access......................................................7.2, 13.2 Site Cleanliness......................................................0.17 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 t9..................3.3.1 precedence......................................................3.3.3 Standards and Specifications of Technical Societies........................................3.3 Starting Construction, Before..............................7.5-2.8 Startingthe Work.....................................................7.4 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 ................................................. .8-6.11 definition of....................................................1.37 delays.............................................................12.3 waiver of rights................................................6.11 Subcontractors --in general.................................6.8-6.11 Subcontracts --required provision* ........5.11, 6.11, 11.4.3 Submittals -- Applications for Payment.................................14.2 Maintenance and Operation Manualss............. 14.12 Procedures.......................................................6.25 Progress Schedules.......................................2.6, 2.9 Samples...................................................0.24-6.28 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" Item$...............................6.7 CONTRACTOR's Expense.............................0.7.1.3 ENGINEER's Evaluation ................................. 6.7.3 "Or-Equal"................................................... 6.7.1.1 Substitute Construction Methods r-i x111 EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99 1: - J Temporary construction facilities,,,___,,.,,•,..,,,,.. 4.1 Article or Paragraph Number or Procedures ............................................. 6.7.2 Substitute Items ............................ 63.1.2 Subsurface and Physical Conditions -- Drawings of, in or relatng to,,,,,;,,,,,,,,,,,,,,,,,, 4.2.1.2 ENGINEER's Review .................................... 4 2.4 general..............................................................4.2 Limited Reliance by CONTRACTOR Authorized.......................I........................4.2.2 Notice of Differing Subsurface or Physical Conditions ......................................... 4.2.3 Physical Conditions ...................................... 4.2.1.2 Possible Contract Documents Change .......... I .... 4.2.5 Possible Price andTimes Adjustments ............... 4.2.6 Reports and Drawings ....................... ............... 4.2.1 Subsurface and, .................................................. 4.2 Subsurface Conditions at the Site...................4.2.1.1 Technical Data.................................................4.2.2 Supervision— CONTRACTOR's responsibility ..........................6,1 OWNER shall not supervise.:..............................8.9 ENGINEER shall not supervise,,,,,,,,,,,,,,,, 9.2, 9.13.2 Superintendence..,, ......................................... 6.� Superintendent, CONTRACTOR's resident...............6.2 Supplemental costs..............................................11.4.5 Supplementary Conditions -- definitionof.....................................................1.39 principal references tQ.................J.10, 1.18, 2.2, 2.7, ........................4.2, 4.3, 5.1, 5.3, 5:4, 5.6-5.9, ................. .11,6.8,6.13,7.4,8.11,9.3,9.10 Supplementing Contract Document$..........................3.6 Supplier -- definition of.....................................................1.40 principal references tQ........... 3.7, 6.5, 6.8-6.11, 6.20, ..........................................6.24, 9.13, 14.12 Waiver of Rights...............................................6.11 Surety -- consent to final payment .......................J4.12, 14.14 ENGINEER has no duty to•...............................9.13 Notification of..................................10.1, 10.5, 15.2 qualification of,.., ...........5.1-5.3 Survival of Obligations .......................................... 6.34 Suspend Work, OWNER May ....................... 13.10, 15.1 Suspension of Work and Termination--,,,,,,,,,,,,,,,,,,,,,,15 CONTRACTOR May Stop Work or Terminate...............................................15.5 OWNER May Suspend Work.............................. 15.1 OWNER May Terminate ............. ................ 15.2-15.4 Taxes --Payment by CONTRACTOR .........................6.15 Technical Data -- Limited Reliance by CONTRACTOR................4.2.2 Possible Price and Times Adjustments,,,,,,,,,,,,,, 4.2.6 Reports of Differing Subsurface and Physical Conditions....................................4.2.3 xiv Article or Paragraph Number Termination-- by CONTRACTOR...........................................15.5 by OWNER........................................8.8, 15.1-15.4 of ENGINEER's employment............ •.....$,2 Suspension of Work-in general.......,,,,•., Terms and Adjectives.....,,.,.,.3.4 ....................... Tests and Inspections -- Access to the Work, by others.,.,.•,,,,,,,,,,,,,,•„ 13.2 CONTRACTOR's responsibilities ......................13.5 cost of 13.4 covering Work prior to ............................... 13.6-13.7 Laws and Regulations (or)... „•... 13.5 ....................... Notice of Defects, .............................................. 13.1 OWNER May Stop Work.................................13.10 OWNER's independent testing .......................... 13.4 special, required by ENGINEER .........................9.6 timely notice required .13.4 Uncovering the Work, at request.................................................13.8-13.9 Times -- Adjusting ............................... 0.6 ............................ Change of Contract ................... ..........................12 Computation of................................................17.2 Contract Times --definition Of ......................... 1.12 day.........................................................17.2.2 Milestones..........................................................12 Requirements-- appeals..................................................9.10, 16 clarifications, claims and disputes .................. 9.11, 11.2, 12 Commencement of Contract Time$ ................ 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 -- definition 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 .............................. 11.9.3 .................... definition of ............................. general11.9, 14.1, 14.5 Unit Prices-- generall 1.3.1 Determination for .............................. ........... 9.10 Use of Premises ................................ 6.16, 6.18, 6.30.2.4 Utility owners ..,•,••„ .................... 0.13, 6.20, 7.1-7.3, 13.2 Utilization, Partial...................1.28, 5.15, 6.30.2.4, 14.10 Value of the Work •,. ...............11.3 Values, Schedule of .............................. 2,6, 2.8-2.9, 14.1 EJCDC GENERAL CONDITIONS 1910-9 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) Variations in Work --Minor 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 Waiver of Rights by insured partiq..................5.11, 6.11 Warranty and Guarantee, General --by CONTRACTOR................................................0.30 Warranty of Title, CONTRACTORs........................14.3 Work -- Access to..........................................................13.2 byothers............................................................... 7 Changes in the....................................................10 Continuing the .................................................. 0.29 CONTRACTOR May Stop Work or Terminate...............................................15.5 Coordination of...................................................7.4 Cost of the.................................................11.4-11.5 definition of......................................................1.43 neglected by CONTRACTOR............................13.14 otherWork............................................................7 OWNER May Stop Work.................................13.10 OWNER May Suspend Work...................j3.10, 15.1 . Related, Work at Site....................................7.1-7.3 Startingthe........................................................2.4 Stopping by CONTRACTOR.............................15.5 Stopping by OWNER.................................15.1-15.4 Variation and deviation authorized, minor,,,.......;3.6 Work Change Directive -- claims pursuant to.............................................10.2 definition of......................................................1.44 principal references to......................3.5.3, 10.1-10.2 Written Amendment -- definition of......................................................1.45 principal references to..............1.10, 3.5, 5.10,15.12, .......................6.6.2, 6.8.2, 6.19, 10.1, 10.4, ..........................11.2, 12.1, 1112.2, 14.7.2 Written Clarifications and Interpretations...................................3.6.3, 9.4, 9.11 Written Notice Required -- by CONTRACTOR............................7.1, 9.10-9.11, ........................................... 10.4, 11.2, 12.1 by OWNER .....................9.10-9.11, 10.4, 11.2, 13.14 xv EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/9. -J (This page left blank intentionally) xvi EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) No Text 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. Bid -The offer or proposal of the bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 1.6. Bidding Documents -The advertisement or invitation to Bid, instructions to bidders, the Bid form, and the proposed Contract Documents (including all Addenda issued prior to receipt of Bids). 1.7. Bidding Requirements -The advertisement or invitation to Bid, instructions to bidders, and the Bid form. 1.8. Bonds -Performance and Payment bonds and other instruments of security. 1.9. Change Order -A document recommended by ENGINEER, which is signed by CONTRACTOR and OWNER and authorizes an addition, deletion or revision in the Work, or an adjustment in the Contract Price or the Contract Times, issued on or after the Effective Date of the Agreement. 1.10. Contract Documents -The Agreement, Addenda (which pertain to the Contract Documents), CONTRACTOR's Bid (including documentation accompanying the Bid and any post Bid documentation submitted prior to the Notice of Award) when attached as an exhibit to the Agreement, the Notice to Proceed, the Bonds, these General Conditions, the Supplementary Conditions, the Specifications and the Drawings as the EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) same are more specifically identified in the Agreement, together with all Written Amendments, Change Orders, Work Change Directives, Field Orders and ENGINEER's written interpretations and clarifications issued pursuant to paragraphs 3.5, 3.6.1 and 3.6.3 on or after the Effective Date of the Agreement. Shop Drawing submittals approved pursuant to paragraphs 6.26 and 6.27 and the reports and drawings referred to in paragraphs 4.2.1 and 4.2.2 are not Contract Documents, 1.11. Contract Price -The moneys payable by OWNER to CONTRACTOR for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of paragraph 11.9.1 in the case of Unit Price Work). 1.12. Contract Times --The numbers of days or the dates stated in the Agreement: (i) to achieve Substantial Completion, and (ii) to complete the Work so that it is ready for final payment as evidenced by ENGINEER's written recommendation of final payment in accordance with paragraph 14.13. 1.13. CONTRACTOR -The person, firm or corporation with whom OWNER has entered into the Agreement. 1.14. defective --An adjective which when modifying the word Work refers to Work that is unsatisfactory, faulty or deficient in that it does not conform to the Contract Documents, or does not meet the requirements of any inspection, reference standard, test or approval referred to in the Contract Documents, or has been damaged prior to ENGINEER's recommendation of final payment (unless responsibility for the protection thereof has been assumed by OWNER at Substantial Completion in accordance with paragraph 14.8 or 14.10). 1.15. Drawings --The drawings which show the scope, extent and character of the Work to be famished and performed by CONTRACTOR and which have been prepared or approved by ENGINEER and are referred to in the Contract Documents. Shop drawings are not Drawings as so defined. 1.16. Effective Date of the Agreement -The date indicated in the Agreement on which it becomes effective, but if no such date is indicated it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 1.17. ENGINEER --The person, firm or corporation named as such in the Agreement. 1.18. ENGINEER's Consultant -A person, firm or corporation having a contract with ENGINEER to famish 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. 1.20. General Requirements —Sections of Division i of the Specifications. 1.21. Hazardous Waste —The term Hazardous Waste shall have the meaning provided in Section 1004 of the Solid Waste Disposal Act (42 USC Section 6903) as amended from time to time. 1.22.a. Laws and Regulations; Laws or Regulations —Any and all applicable laws, rules, regulations, ordinances, codes and orders of any and all governmental bodies, agencies, authorities and courts having jurisdiction. 1 22 b Legal Holidays --shall be those holidays observed by the City of Fort Collins. 1.23. Liens —Liens, charges, security interests or encumbrances upon real property or personal property. 1.24. Milestone --A principal event specified in the Contract Documents relating to an intermediate completion date or time prior to Substantial Completion of all the Work. 1.25. Notice of Award —A written notice by OWNER to the apparent successful bidder stating that upon compliance by the apparent successful bidder with the conditions precedent enumerated therein, within the time specified, OWNER will sign and deliver the Agreement. 1.26. Notice to Proceed —A written notice given by OWNER to CONTRACTOR (with a copy to ENGINEER) fixing the date on which the Contract Times will commence to run and on which CONTRACTOR shall start to perform CONTRACTOR'S obligations under the Contract Documents. 1.27. OWNER —The public body or authority, corporation, association, firm or person with whom CONTRACTOR has entered into the Agreement and for whom the Work is to be provided. 1.28. Partial Utilization —Use by OWNER of a substantially completed part of the Work for the purpose for which it is intended (or a related purpose) prior to Substantial Completion of all the Work. 1.29. PCBs —Polychlorinated biphenyls. 1.30. Petroleum —Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene and oil mixed with other non -Hazardous Wastes and crude oils. 1.31. Project —The total construction of which the Work to be provided under the Contract Documents may be the whole, or a part as indicated elsewhere in the Contract Documents. 1.32.a. Radioactive Material —Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of EICDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV V2000) 1954 (42 USC Section 2011 et seq.) as amended from time to time. 1 32 b ReQular Working_Hours--Rewlar 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 term4 "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 f QO -w, materials: electricity, gases, steam, liquid petroleum Products, telephone or other communications, cable television, sewage and drainage removal, traffic or other control systems or water. 1.42. Unit Price Work --Work to be paid for on the basis of unit prices. 1.43. Work —The entire completed construction or the various separately identifiable parts thereof required to be furnished under the Contract Documents. Work includes and is the result of performing or furnishing labor and furnishing and incorporating materials and equipment into the construction, and performing or furnishing services and furnishing documents, all as required by the Contract Documents. 1.44. Work Change Directive --A written directive to CONTRACTOR, issued on or after the Effective Date of the Agreement and signed by OWNER and recommended by ENGINEER, ordering an addition, deletion or revision in the Work, or responding to differing or unforeseen physical conditions under which the Work is to be performed as provided in paragraph 4.2 or 4.3 or to emergencies under paragraph 6.23. A Work Change Directive will not change the Contract Price or the Contract Times, but is evidence that the parties expect that the change directed or documented by a Work Change Directive will be incorporated in a subsequently issued Change Order following negotiations by the parties as to its effect, if any, on the Contract Price or Contract Times as provided in paragraph 10.2. 1.45. Written Amendment --A written amendment of the Contract Documents, signed by OWNER and CONTRACTOR on or after the Effective Date of the Agreement and normally dealing with the nonengineering or nontechnical rather than strictly construction -related aspects of the Contract Documents. ARTICLE 2—PRELIMINARY MATTERS Delivery of Bonds: 2.1. When CONTRACTOR delivers the executed Agreements to OWNER, CONTRACTOR shall also deliver to OWNER such Bonds as CONTRACTOR may be required to famish 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 arereasonably necessary for the execution of the Work. Additional copies will be famished, 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, EICDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 42000) if a Notice to Proceed is given, on the day indicated in the Notice to Proceed. A Notice to Proceed may be given at any time within thirty days after the Effective Date of the Agreement. in ne everA Ail! the Gentraet Time eeminenee to pan latef than the * Starting the Work: 2.4. CONTRACTOR shall start to perform the Work on the date when the Contract Times commence to run, but no Work shall be done at the site prior to the date on which the. Contract Times commence to run.' Before Starting Construction: 2.5. Before undertaking each part of the Work, CONTRACTOR shall carefully study and compare the Contract Documents and check and verify pertinent figures shown thereon and all applicable field measurements. CONTRACTOR shall promptly report in writing to ENGINEER any conflict, error, ambiguity or discrepancy which CONTRACTOR may discover and shall obtain a written interpretation or clarification from ENGINEER before proceeding with any Work affected thereby; however, CONTRACTOR shall not be liable to OWNER or ENGINEER for failure to report any conflict, error, ambiguity or discrepancy in the Contract Documents, unless CONTRACTOR knew or reasonably should have known thereof. 2.6. Within ten days after the Effective Date of the Agreement (unless otherwise specified in the General Requirements), CONTRACTOR shall submit to ENGINEER for review: 2.6.1. a preliminary progress schedule indicating the times (numbers of days or dates) for starting and completing the various stages of the Work, including any Milestones specified in the Contract Documents; 2.6.2. a preliminary schedule of Shop Drawing and Sample submittals which will list each required submittal and the times for submitting, reviewing and processing such submittal; 2.6.2.1. In no case will a schedule be acceptable which allows less than 21 calendar days for each review by Engineer. 2.6.3. A preliminary schedule of values for all of the Work which will include quantities and prices of items aggregating the Contract Price and will subdivide the Work into component parts in sufficient detail to serve as the basis for progress payments during construction. Such prices will include an appropriate amount of overhead and profit applicable to each item of Work. 2.7. Before any Work at the site is started, CONTRACTOR and OVA shall eaeh deliver to the ether OWNER, with copies to idenfified in -the a..mi___—•--- ^- ENGINEER, certificates of insurance (and other evidence of insurance feeseaal�ly--request requested by OWNER) which CONTRACTOR is required to purchase and maintain in accordance with paragraphs 5.", Ems. preeonstruction 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, of the before anv work at the site begins, a conference attended by CONTRACTOR, ENGINEER and others as epepriate 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 CONTRACTORS schedule of values will be acceptable to ENGINEER as to form and substance. ARTICLE 3—CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE Intent: 3.1. The Contract Documents comprise the entire agreement between OWNER and CONTRACTOR concerning the Work. The Contract Documents are complementary; what is called for by one is as binding as if called for by all. The Contract Documents will be construed in accordance with the law of the place of the Project. 3.2. It is the intent of the Contract Documents to E)CDC GENERAL. CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 42000) describe a functionally complete Project (or part thereof) to be constructed in accordance with the Contract .Documents. Any Work, materials or equipment that may reasonably be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the intended result will be furnished and performed whether or not specifically called for. When words or phrases which have a well-known technical or construction industry or trade meaning are used to describe Work, materials or equipment, such words or phrases shall be interpreted in accordance with that meaning. Clarifications and interpretations of the Contract Documents shall be issued by ENGINEER as provided in paragraph 9.4. 3.3. Reference to Standards and Specifications of Technical Societies; Reporting and Resolving Discrepancies. 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. It; 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 .d CONTRACT DOCUMENTS TABLE OF CONTENTS Section BID INFORMATION 00020 Notice Inviting Bids 00100 Instruction to Bidders 00300 Bid Form 00400 Supplements to Bid Forms 00410 Bid Bond 00420 Statements of Bidders Qualifications 00430 Schedule of Major Subcontractors CONTRACT DOCUMENTS 00500 Agreement Forms 00510 Notice of Award 00520 Agreement 00530 Notice to Proceed 00600 Bonds and Certificates 00610 Performance Bond 00615 Payment Bond 00630 Certificate of Insurance 00635 Certificate of Substantial Completion 00640 Certificate of Final Acceptance 00650 Lien Waiver Release(Contractor) 00660 Consent of Surety 00670 Application for Exemption Certificate CONDITIONS OF THE CONTRACT 00700 General Conditions Exhibit GC -A 00800 Supplementary Conditions 00900 Addenda, Modifications, and Payment 00950 Contract Change Order 00960 Application for Payment SPECIFICATIONS Pages 00020-1 - 00020-2 00100-1 - 00100-9 00300-1 - 00300-4 00400-1 00410-1 - 00410-2 00420-1 - 00420-3 00430-1 00500-1 00510-0 00520-1 - 00520-6 00530-1 00600-1 00610-1 - 00610-2 00615-1 - 00615-2 00630-1 00635-1 00640-1 00650-1 - 00650-2 00660-1 00670-1 - 00670-2 00700-1 - 00700-34 GC -All - GC-A2 00800-1 - 00800-2 00900-1 00950-1 - 00950-2 00960-1 - 00960-2 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). own nsk. 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 famishing or performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of paragraph 9.13 or any other provision of the Contract Documents. 3.4. Whenever in the Contract Documents the terms "as ordered", "as directed", "as required", "as allowed", "as approved" or terms of like effect or import are used, or the adjectives "reasonable", "suitable", "acceptable", "proper" or "satisfactory" or adjectives of like effect or import are used to describe a requirement, direction, review or judgment of ENGINEER as to the Work, it is intended that such requirement, direction, review or judgment will be solely to evaluate, in general, the completed Work for compliance with the requirements of and information in the Contract Documents and conformance with the design concept of the completed Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a. specific statement indicating otherwise). The use of any such term or adjective shall not be effective to assign to ENGINEER any duty or authority to supervise or direct the furnishing or performance. of the Work or any duty or authority to undertake responsibility contrary to the provisions of paragraph 9.13 or any other provision of the Contract Documents. Amending and Supplementing Contract Documents. 3.5. The Contract Documents may be amended to provide for additions, deletions and revisions in the Work or to modify the terms and conditions thereof in one or more of the following ways: 3.5.1. a formal Written Amendment, 3.5.2. a Change Order (pursuant to paragraph 10.4), or E]CDC GENERAL CONDITIONS 19104 (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 6.27), or 3.6.3. ENGINEER's written interpretation or clarification (pursuant to paragraph 9.4). Reuse of Documents: 3.7. CONTRACTOR, and any Subcontractor or Supplier or other person or organization performing or furnishing any of the Work under a direct or indirect contract with OWNER (i) shall not have or acquire any title to or ownership rights in any of the Drawings, Specifications or other documents (or copies of any thereof) prepared by or bearing the seal of ENGINEER or ENGINEER's Consultant, and (ii) shall not reuse any of such Drawings, Specifications, other documents or copies on extensions of the Project or any other project without written consent of OWNER and ENGINEER and specific written verification or adaptation by ENGINEER . ARTICLE 4—AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCE POINTS Availability of Lands: 4.1. OWNER shall furnish, 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 of nr filing a rr -I ' ' i' r 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. CONTRACTOR shall provide for all additional lands and access thereto that may be required for temporary construction facilities or storage of materials and equipment. 4.z Subsurface and Physical Conditions: 4.2.1. Reports and Drawings: Reference is made to the Supplementary Conditions for identification of: 4.2.1.1. Subsurface Conditions: Those reports of explorations and tests of subsurface conditions at or contiguous to the site that have been utilized by ENGINEER in preparing the Contract Documents; and 4.2.1.2. Physical Conditions: Those drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the site (except Underground Facilities) that have been utilized by ENGINEER in preparing the Contract Documents. 4.2.2. Limited Reliance by CONTRACTOR Authorized; Technical Data: CONTRACTOR may rely upon the general accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Except for such reliance on such "technical data", CONTRACTOR may not rely upon or make any claim against OWNER, ENGINEER or any of ENGINEER's Consultants with respect to: 4.2.2.1. the completeness of such reports and drawings . for CONTRACTOR's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of construction to be employed by CONTRACTOR and safety precautions and programs incident thereto, or 4.2.2.2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings, or 4.2.2.3. any CONTRACTOR interpretation of or conclusion drawn from any "technical data" or any such data, interpretations, opinions or information. 4.2.3. Notice of Differing Subsurface or Physical Conditions: If CONTRACTOR believes that any subsurface or physical condition at or contiguous to the site that is uncovered or revealed either:' 4.2.3.1. is of such a nature. as to establish that any "technical data" on which CONTRACTOR is entitled to rely as provided in paragraphs 4.2.1 and 4.2.2 is materially inaccurate, or 4.2.3.2. is of such a nature as to require a change in the Contract Documents, or 4.2.3.3. differs materially from that shown or EJCDC GENERAL CONDITIONS 19104 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4t2000) 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, preaiptly 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 623), notify OWNER and ENGINEER in writing about such condition. CONTRACTOR shall not further disturb such conditions or perform any Work in connection therewith (except as aforesaid) until receipt of written order to do so. 4.2.4. ENGINEER's Review: ENGINEER will promptly review the pertinent conditions, determine the necessity of OWNER's obtaining additional exploration or tests with respect thereto and advise OWNER -in writing (with a copy to CONTRACTOR) of ENGINEER's findings and conclusions. 4.2.5. Possible Contract Documents .Change: If ENGINEER concludes that a change in the Contract Documents is required as a result of a condition that meets one or more of the categories in paragraph 4.2.3, a Work Change Directive or a Change Order will be issued as provided in Article 10 to reflect and document the consequences of such change. 42.6. Possible Price and Times Adjustments: An equitable adjustment in the Contract Price or in the Contract Times, or both, will be allowed to the extent that the existence of such uncovered or revealed condition causes an increase or decrease in CONTRACTOR's cost of or time required for performance of, the Work; subject, however, to the following: 4.2.6.1. such condition must meet any one or more of the categories described in paragraphs 4.2.3.1 through 4.2.3.4, inclusive; 4.2.6.2. a change in the Contract Documents pursuant to. paragraph 4.2.5 will not be an automatic authorization of nor a condition precedent to entitlement to any such adjustment; 4.2.6.3. with respect to Work that is paid for on a Unit Price Basis, any adjustment in Contract Price will be subject to the provisions of paragraphs 9.10 and 11.9; and 4.2.6.4. CONTRACTOR shall not be entitled to any adjustment in the Contract Price or Times if, 4.2.6.4.1. CONTRACTOR knew of the existence of such conditions at the time CONTRACTOR made a final commitment to OWNER in respect of Contract Price and Contract Times by the submission of a bid or becoming bound under a negotiated contract; or 4.2.6.4.2. the existence of such condition could reasonably have been discovered or revealed as a result of any examination, investigation, exploration, test or study of the site and contiguous areas required by the Bidding Requirements or Contract Documents to be conducted by or for CONTRACTOR prior to CONTRACTOR's making such final commitment; or 4.2.6.4.3. CONTRACTOR failed to give the written notice within the time and as required by paragraph 4.2.3, If OWNER and CONTRACTOR are unable to agree on entitlement to or as to the amount or length of any such equitable adjustment in the Contract Price or Contract Times, a claim may be made therefor as provided in Articles I and 12. However, OWNER, ENGINEER and ENGINEEWs 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. L Shown or Indicated: The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the site is based on information and data firrnished to OWNER or ENGINEER by the owners of such Underground Facilities or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 4.3.1.1. OWNER and ENGINEER shall not be responsible for the accuracy or completeness of any such information or data; and 4.3.1.2. The cost of all of the following will be included in the Contract Price and CONTRACTOR shall have full responsibility for. (i) reviewing and checking all such information and data, (ii) locating all Underground Facilities shown or indicated in the Contract Documents,(iii) coordination of the Work with the owners of such Underground Facilities during construction, and (iv) the safety and protection of all such Underground Facilities as provided in paragraph 6.20 and repairing any damage thereto resulting from the Work. 4.3.2. Not Shown or Indicated: If an Underground Facility is uncovered or revealed at or contiguous to the site which was not shown or indicated in the Contract Documents, CONTRACTOR shall, pFORV }y immediately after becoming aware thereof and before further disturbing conditions affected thereby or performing any Work in connection therewith (except in an emergency as required by paragraph 6.23), identify the owner of such Underground Facility and EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) give 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 ENGINEER's Consultants shall not be liable to CONTRACTOR for any claims, costs, losses or damages incurred or sustained by CONTRACTOR on or in connection with any other project or anticipated project. Reference Points. 4.4. OWNER shall provide engineering surveys to establish reference points for construction which in ENGINEER's judgment are necessary to enable CONTRACTOR to proceed with the Work. CONTRACTOR shall be responsible for laying out the Work, shall protect and preserve the established reference points and shall make no changes or relocations without the prior written approval of OWNER CONTRACTOR shall report to ENGINEER whenever any reference point is lost or destroyed or requires relocation because of necessary changes in grades or locations, and shall be responsible for the accurate replacement or relocation of such reference points by professionally qualified personnel. 4.5. Asbestos, PCBs, Petroleum, Hazardous Waste or Radioactive Material. 4.5.1. OWNER shall be responsible for any Asbestos, PCBs, Petroleum, Hazardous Waste or Radioactive Material uncovered or revealed at the site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work and which may present a substantial danger to persons or property exposed thereto in connection with the Work at the site. OWNER shall not be responsible for any such materials brought to the site by CONTRACTOR, Subcontractors, Suppliers or anyone else for whom CONTRACTOR is responsible. • 1 r11 LTLLr • 1 r. • I. 1• r •M. •1. 1- __ - .. 4. ... .. P.. ... . AM - .�.. WAX .,..r.r.....,,� —v.:.:. Y. ii ++ Y• EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 42000) 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 famish 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 Stafi, 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 fiunished by CONTRACTOR is declared a bankrupt or becomes insolvent or its right to do business is terminated in any state where any part of the Project is located or it ceases to meet the requirements of paragraph 5.1, CONTRACTOR shall within ten days thereafter substitute another Bond and surety, both of which must be acceptable to OWNER. 53. Licensed Sureties and Insurers, Certifreates 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 5A. 8 •-shall CONTRACTOR's Liability Insurance. 5.4. CONTRACTOR shall purchase and maintain such liability and other insurance as is appropriate for the Work being performed and 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 CONTRACTOWs employees; 5.4.3. claims for damages because of bodily injury, sickness or disease, or death of any person other than CONTRACTOR's employees; 5.4.5. claims for damages, other than to the Work itself, because of injury to or destruction of tangible property wherever located, including lose 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: 5A.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; 5A.8. include the specific coverages and be written for not less than the limits of liability provided in the Supplementary Conditions or required by Laws or Regulations, whichever is greater; 5.4.9. include completed operations insurance; EJCDC GENERAL CONDITIONS 1910-8 (1990 Mhon) 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); 5.4.12. remain in effect at least until final payment and at all times thereafter when CONTRACTOR may be correcting, removing or replacing defective Work in accordance with paragraph 13.12; and 5.4.13. with respect to completed operations insurance, and any insurance coverage written on a claims -made basis, remain in effect for at least two years after final payment (and CONTRACTOR shall furnish OWNER and each other additional insured identified in the Supplementary Conditions to whom a certificate of insurance has been issued evidence satisfactory to OWNER and any such additional insured of continuation of such insurance at final payment and one year thereafter). OWNER's Liability Insurance: 5.5. In addition to insurance required to be provided by CONTRACTOR under paragraph SA, 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: .f!!!T.f1T►R�ST! . - . .. 1. . a 1'... ....,1: ieusrinise nor theft, and f 3 eluding but net �• fees- FlAd ARNIM A _ ....A b �t • I. 1•WMINFIN N. I.I �•1 MON 1 Find --fiee has been 5.9. OWNER shall not be responsible for purchasing and ruaintainnlg any property insurance to protect the interests of CONTRACTOR, Subcontractors or others is identified in Sagplea2eate:3�Ee i&el�ssueh lose and if E1CDC GENERAL CONDITIONS 1910-8 (1990 Edition) 10 w/ CITY OF FORT COLLINS MODIFICATIONS (REV 42000) •N. 1. I _ - M. 1. I _ • I. 1 _ •' I. • / I. I NO J N. �. �_ _ .. M. , l. • _QUO Receipt and Application of Insurance Proceeds. 5.12. Any insured loss under the policies of insurance required by paragraphs 5.6 and 5.7 will be adjusted with OWNER and made payable to OWNER as fiduciary for the insureds, as their interests may appear, subject to the requirements of any applicable mortgage clause and of paragraph 5.13. OWNER shall deposit in a separate account any money so received, and shall distribute it in accordance with such agreement as the parties in interest may reach. If no other special agreement is reached the damaged Work shall be repaired or replaced, the moneys so received applied on account thereof and the Work and the cost thereof covered by an appropriate Change Order or Written Amendment. 5.13. OWNER as fiduciary shall have power to adjust and settle any loss with the insurers unless one of the Parties in interest shall object in writing within fifteen days after the occurrence of loss to OWNEWs 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 pane-�moo- °� ion- ones. 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 Beads of insurance required to be purchased and maintained by the ether1 CONTRACTOR in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the OWNER will notify CONTRACTOR in writing within tm fifteen days after feeeipt delivery of the certificates (-- etla-er ___ fegsestedj to OWNER as required by paragraph 2.7. AAFt!T __1 ---Feb weer- ti ' 17 c t n and 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 4/2000) Completion of all the Work, such use or occupancy may be accomplished in accordance with paragraph 14.10; provided that no such use or occupancy shall commence before the insurers providing the property insurance have acknowledged notice thereof and in writing effected any changes in coverage necessitated thereby. The insurers providing the property insurance shall consent by endorsement on the policy or policies, but the property insurance shall not be cancelled or permitted to lapse on account of any such partial use or occupancy. ARTICLE 6—CONTRACTOR'S RESPONSIBMITIES 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 CONTRACTOR's representative at the site and shall have authority to act on behalf of CONTRACTOR All communications to the superintendent shall be as binding as if given to CONTRACTOR Labor, Materials and Equipment: 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 nerfonned on Saturday Sunday Holidays or outside the Regular Work ¢Hours 11 6A. 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 purchasmg restncttons. A c_pv of the resolutions are available for review m the offices A the Purchasing and Risk Management Division or the City Clerk's office. 6 4 2 Cement Restrictions: City of Fort Collins Resolution 91 121 requires that suppliers and producers of cement or products containing cement to certify that the cement was not made in cement kilns that burn hazardous waste as a fuel. 6.5. All materials and equipment shall be of good quality and new, except as otherwise provided in the Contract Documents. All warranties and guarantees specifically called for by the Specifications shall expressly run to the benefit of OWNER If required by ENGINEER, CONTRACTOR shall furnish, satisfactory evidence (including reports of required tests) as to the kind and quality of materials and equipment. All materials and equipment shall be applied, installed, connected, erected, used,. cleaned and conditioned in accordance with instructions of the applicable Supplier, except as otherwise provided in the Contract Documents. Progress Schedule: 6.6. CONTRACTOR shall adhere to the progress schedule established in accordance with paragraph 2.9 as it may be adjusted from time to time as provided below: 6.6.1. CONTRACTOR shall submit to ENGINEER for acceptance (to the extent indicated in paragraph 2.9) proposed adjustments in the progress schedule that will not change the Contract Times (or Milestones). Such adjustments will conform generally to the progress schedule then in effect and additionally will comply with any provisions of the General Requirements applicable thereto. 6.6.2. Proposed adjustments in the progress schedule that will change the Contract Times (or Milestones) shall be submitted in accordance with the requirements of paragraph 12.1. Such adjustments may only be made by a Change Order or Written Amendment in accordance with Article 12. 6.7. Substitutes and "Or -Equal "Items: 6.7.1. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the sp6cification or description is intended to establish the type, function and quality required. Unless the specification or description EJCDC GENERAL. CONDITIONS 1910-9 (1990 Edition) 12 w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) contains or is followed by words reading that no like, equivalent or "or -equal" item or no substitution is permitted, other items of material or equipment or material or equipment of other Suppliers may be accepted by ENGINEER under the following circumstances: — 6.7.1.1. "Or -Equal".' If in ENGINEER's sole discretion an item of material or equipment proposed by CONTRACTOR is functionally — equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by ENGINEER as an "or -equal" item, in which case review and approval of the -- proposed item may, in ENGINEER's sole discretion, be accomplished without compliance with some or all of the requirements for acceptance of proposed substitute items. — 6.7.1.2. 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 acceptablee substitute therefor. The procedure for review by the ENGINEER will include the following as supplemented in the General Requirements and as ENGINEER may decide is appropriate under the circumstances. Requests for review of proposed substitute items of material or equipment will not be accepted by ENGINEER from anyone other than CONTRACTOR If CONTRACTOR wishes to famish or use a substitute item of material or equipment, CONTRACTOR shall first make written application to ENGINEER for acceptance thereof certifying that the proposed substitute will perform adequately the functions and achieve the results called for by the general design, be similar in substance to that specified and be suited to the same use as that specified The application will state the extent, if any, to which the evaluation and acceptance of the proposed substitute will prejudice CONTRACTOR's achievement of Substantial Completion on time, whether or not acceptance of the substitute for use in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with OWNER for work on the Project) to adapt the design to the proposed substitute and whether or not incorporation or use of the substitute in connection with the Work is subject to payment of any license fee or royalty. All variations of the proposed substitute from that specified will be identified in the application and available maintenance, repair and replacement service will be indicated. The application will also contain an itemized estimate of all costs or credits that will result directly or indirectly from acceptance of such substitute, including costs of redesign and claims of other contractors affected by the resulting change, all of which will be considered by ENGINEER in evaluating the proposed substitute. ENGINEER may require CONTRACTOR to fiunish additional data about the proposed substitute. 6.7.1.3. CONTRACTORS Expense: All data to be provided by CONTRACTOR in support of any proposed "or -equal" or substitute item will be at CONTRACTOR' expense. 6.7.2. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence or procedure of construction is shown or indicated in and expressly required by the Contract Documents, CONTRACTOR may furnish or utilize a substitute means, method, technique, sequence or procedure of construction acceptable to ENGINEER. CONTRACTOR shall submit sufficient information to allow ENGINEER, in ENGINEER's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. The procedure for review by ENGINEER will be similar to that provided in subparagraph 6.7.1.2. 6.7.3. Engineer's Evaluation: ENGINEER will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to paragraphs 6.7.1.2 and 6.7.2. ENGINEER will be the sole judge of acceptability. No "or -equal" or substitute will be ordered, installed or utilized without ENGINEER's prior written acceptance which will be evidenced by either a Change Order or an approved Shop Drawing. OWNER may require CONTRACTOR to furnish at CONTRACTOR' expense a special performance guarantee or other surety with respect to any "or -equal" or substitute. ENGINEER will record time required by ENGINEER and ENGINEER's Consultants in evaluating substitutes proposed or submitted by CONTRACTOR pursuant to paragraphs 6.7.1.2 and 6.7.2 and in making changes in the Contract Documents (or in the provisions of any other direct contract with OWNER for work on the Project) occasioned thereby. Whether or not ENGINEER accepts a substitute item so proposed or submitted by CONTRACTOR, CONTRACTOR shall reimburse OWNER for the charges of ENGINEER and ENGINEER's Consultants for evaluating each such proposed substitute item. 6_8. Concerning Subcontractors, Suppliers and Others. 6.8.1. CONTRACTOR shall not employ any Subcontractor, Supplier or other person or organization (including those acceptable to OWNER and ENGINEER as indicated in paragraph 6.8.2), whether initially or as a substitute, against whom OWNER or ENGINEER may have reasonable objection. CONTRACTOR shall not be required to employ any Subcontractor, Supplier or other person or organization to famish or perform any of the Work against whom CONTRACTOR has reasonable objection. EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) 6_9. CONTRACTOR shall perform not less than 20 percent of the Work with its own forces (that is without subcontracting). The 20 percent requirement shall be understood to refer to the Work the value of which totals not less than 20 percent of the Contract Price. 6.8.2. Bidding Documents require the identity of certain Subcontractors, Suppliers or other persons or organizations (including those who are to furnish the principal items of materials or equipment) to be submitted to OWNER date prior to the Effective Date of the Agreement for acceptance by OWNER and ENGINEER -,-an"' COUID A r`TQ has submitted OWNER's or ENGINEER's acceptance (either in writing or by failing to make written objection thereto by the date indicated for acceptance or objection in the bidding documents or the Contract Documents) e€ basis of r-easenable objeelien after due inv"gafien; in .. .hell moo' M*iza[ vD ziali cdba3it ri neeeptable substitate,the con`czi3-tlt-iYieU'-- -ill -be will constitute a condition of the Contract requiring the use of the named subcontractors suppliers or other persons or organization on the Work unless ip written approval is obtained from OWNER and ENGINEER. No acceptance by OWNER or ENGINEER of any such Subcontractor, Supplier or other person or organization shall constitute a waiver of any right of OWNER or ENGINEER to reject defective work. 6.9.1. CONTRACTOR shall be fully responsible to OWNER and ENGINEER for all acts and omissions of the Subcontractors, Suppliers and other persons and organizations perfomring or furnishing any of the Work under a direct or indirect contract with CONTRACIOR just as CONTRACTOR is responsible for CONTRACTOR' own acts and omissions. Nothing in the Contract Documents shall create for the benefit of any such Subcontractor, Supplier or other person or organization any contractual relationship between OWNER or ENGINEER and any such Subcontractor, Supplier or other person or organization, nor shall it create any obligation on the part of OWNER or ENGINEER to pay or to see to the payment of any moneys due any such Subcontractor, Supplier or other person or organization except as may otherwise be required by Laws and Regulations. OWNER or ENGINEER may furnish to any subcontractor, supplier or other person or organization evidence of amounts paid to CONTRACTOR in accordance with CONTRACTOR'S "Applications for Paymenf' 13 6.9.2. CONTRACTOR shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers and other persons and organizations performing or furnishing any of the Work under a direct or * indirect contract with CONTRACTOR. CONTRACTOR shall require all Subcontractors, Suppliers and such other persons and organizations performing or furnishing any of the Work to communicate with the ENGINEER through CONTRACTOR. 6.10.. The divisions and sections of the Specifications and the identifications of any Drawings shall not control CONTRACTOR in dividing the Work among Subcontractors or Suppliers or delineating the Work to be performed by any specific trade. 6.11. All Work performed for CONTRACTOR by a Subcontractor or Supplier will be pursuant to an appropriate agreement between CONTRACTOR and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of OWNER and ENGINEER !1. I. 1• •_ N. I. I• �i. �tYiRTR7 Mr.. 07.r am\I.. GOA• Y . YY • . - 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, ENGINEER's Consultants and the officers, directors, employees, agents and other consultants of each and any of them from and against all claims, costs, losses and damages arising out of or resulting from any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product or device not specified in the Contract Documents. EJCDC GENERAL CONDITIONS 1910.8 (1990 Edition) 14 w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) Permits. 6.13. Unless otherwise provided in the Supplementary Conditions, CONTRACTOR shall obtain and pay for all construction permits and licenses. OWNER shall assist CONTRACTOR, when necessary, in obtaining such permits and licenses. CONTRACTOR shall pay all governmental charges and inspection fees necessary for the prosecution of the Work, which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement. CONTRACTOR shall pay all charges of utility owners for connections to the Work, and OWNER shall pay all charges of such utility owners for capital costs related thereto such as plant investment fees. 6.14. Laws and Regulations: 6.14.1. CONTRACTOR shall give all notices and comply with all Laws and Regulations applicable to furnishing and performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, neither OWNER nor ENGINEER shall be responsible for monitoring CONTRACTOR's compliance with any Laws or Regulations. 6.14.2. If CONTRACTOR performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, CONTRACTOR shall bear all claims, costs, losses and damages caused by, arising out of or resulting therefrom; however, it shall not be CONTRACTOR's primary responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve CONTRACTOR of CONTRACTOR's obligations under paragraph 3.3.2. Taxes. 6.15. CONTRACTOR shall pay all sales, consumer, use and other similar taxes required to be paid by CONTRACTOR in accordance with the Laws and Regulations of the place of the Project which are applicable during the performance of the Work. 6.15.1. OWNER is exempt from Colorado State and local sales and use taxes on materials to be Fmanently incorporated into the proiect. Said taxes shall not be included in the Contract Price. Address: Colorado Department of Revenue State Capital Annex