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389648 A-1 CHIPSEAL CO - CONTRACT - BID - 7417 ASPHALT SURFACE TREATMENT PROJECT (3)
r-� u n LJ Financial Services Purchasing Division 215 N. Mason St. 2°" Floor PO Box 580 Fort Collins, CO 80522 970.221.6775 970.22 1 .6707 jcgor. condpurchasing SPECIFICATIONS CONTRACT DOCUMENTS ASPHALT SURFACE TREATMENT PROJECT - RENEWAL FOR ADDITION WORK FALL 2013 BID NO. 7417 PURCHASING DIVISION 215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS ARTICLE 7 or similar information or data in respect of said Underground Facilities are S or will be required by CONTRACTOR in order to perform and furnish the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provision of paragraph 4.3. of the General Conditions. 6.5. CONTRACTOR has correlated the results of all such observations, examinations, investigations, tests, reports and data with the terms and conditions of the Contract Documents. 6.6. CONTRACTOR has given ENGINEER written notice of all conflicts, errors or discrepancies that he has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR. CONTRACT DOCUMENTS 7.1 The Contract Documents which comprise the entire Agreement between OWNER and CONTRACTOR concerning the Work consist of the General Conditions, Supplementary Conditions, those items included in the definition of "Contract Documents" in Article 1.10 of the General Conditions, and such other items as are referenced in this Article 7, all of which are incorporated herein by this reference. 7.2 Forms for use by CONTRACTOR in performing the Work and related actions in carrying out the terms of this Agreement are deemed Contract Documents and incorporated herein by this reference, and include, but are not limited to, the following: 7.2.1 Certificate of Substantial Completion 7.2.2 Certificate of Final Acceptance 7.2.3 Lien Waiver Releases 7.2.4 Consent of Surety 7.2.5 Application for Exemption Certificate 7.2.6 Application for Payment 7.3 Drawings, consisting of a cover sheet and sheets numbered as follows: N/A The Contract Drawings shall be stamped "Final for Construction" and dated. Any revisions made shall be clearly identified and dated. 7.4. Addenda Numbers 1 to 2, 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. 0 SECTION 00900 ADDENDA, MODIFICATIONS AND PAYMENT 00950 Contract Change Order 00960 Application for Payment 0 • • • SECTION 00950 CHANGE ORDER NO. PROJECT TITLE: Asphalt Surface Treatment Project — Renewal for Additional Work Fall 2013 CONTRACTOR: A-1 Chipseal Co. PROJECT NUMBER: 7417 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 .00 TOTAL PENDING CHANGE ORDER .00 • TOTAL THIS CHANGE ORDER .00 TOTAL % OF THIS CHANGE ORDER % TOTAL C.O.% OF ORIGNINAL CONTRACT % ADJUSTED CONTRACT COST $ .00 (Assuming all change orders approved) ACCEPTED BY: DATE: Contractor's Representative ACCEPTED BY: Project Manager REVIEWED BY: Title: APPROVED BY: Title: APPROVED BY: cc: City Clerk Contractor Project File Architect • Engineer Purchasing DATE: DATE: DATE: DA 0 0 0 It 0 0 0 LL o 0 0 O 61) va r w c� Q LL wcD0w z o - o z z Z W D Z O O z m O U ❑ W W LD W co a w o cQ> E ¢ a a t IL Q 3 c 0 U N C C N U � C N 3 u N c co c O U C @ L_ a O 3 L N - 3 o 0)U co Q O N N Z U U@ m ~ N C ❑ N O C° U z c 3 o° o m H Q c U O d o H E d U U Y d w mm �w a O o (Bd -°°a a)N UR)n ' r ° 0) InO Uco = N W a p E coa _ O0 « c Z ZQ m ° Q @Q O w O N N> W O W LL N C y Z U O C C O a)C a 0 , ❑ U N O y T H O N U co U O N❑ N Z 2' C U a Qw N .Q t/j 0.3 (9 L cU C U a � C Q' ❑ F— N ZCD Q I -° N 3 w J d L o rn oz ? o N E N 2 O z Uy z Zo -moo M a Q �p C) Q� Q o o E Q N C M U d T E oQ T c a a)T > O o m m -0 m n m cc > O N co cu F_ o p .m o. 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Vi U> U) U) U) U) U) U3 (3 U->60 )U)U3U} U} Ui U) U3 U} U) Ul U3 6F3 U3 63 U) UT Ui d Q O O N cn I.L Q O L L O U a) U} a .� o Q C. _ 0 � •as .5o m 0 W _ U Q Q00U) 2 Q 0 W U) H V1 C 0 V L U N () 0 U � J O E Q �Z H L a� aa) E = _ Z i 2012 ASPHALT SURFACE TREATMENT PROJECT GENERAL REQUIREMENTS INDEX SECTION PAGE NUMBERS O1010 Summary of Work General Requirements 1-2 01040 Coordination General Requirements 3-4 01310 Construction Schedules General Requirements 5-6 01330 Survey Data General Requirements 7 01410 Testing General Requirements 8-9 01510 Temporary Utilities General Requirements 10 O1560 Temporary Controls General Requirements 111-12 01700 Contract Closeout General Requirements 13 01800 Method of Measurement and Basis of Payment General Requirements 14 • • 111 SECTION 01010 SUMMARY OF WORK 0 1.1 DESCRIPTION OF WORK 0 A. This work shall consist of the placement of Chip Seal, Slurry Seal or Cape Seal on residential streets and parking lots as shown in Section 3500, Project Maps. B. Protection and Restoration. 1. Replace to equal or better conditions all items removed and replaced or damaged during construction. Restore all areas disturbed to match surrounding surface conditions. Also see tree protection standards. C. Construction Hours Construction hours, except for emergencies, shall be limited to 7:00 a.m. to 5:00 p.m., Monday through Friday, unless otherwise authorized in writing by the Engineer. After hour equipment operation shall be in accordance with Section 1560. 2. Any work performed by the Contractor outside of the construction hours, whether or not authorized by the Engineer, shall entitle the Owner to deduct from compensation due to the Contractor sufficient funds to cover the Owner's costs in providing field Engineer and/or inspection services because of such work. The cost for field engineering and inspection shall be $50.00 per hour. 1.2 NOTICES TO PRIVATE OWNERS AND AUTHORITIES A. Notify private owners of adjacent property, utilities, irrigation canal, and affected governmental agencies when prosecution of the Work may affect them. B. Give notification 48 hours in advance to enable affected persons to provide for their needs when it is necessary to temporarily deny access or services. C. Contact utilities at least 48 hours prior 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. E. Tom Knostman and/or Angel Ontiveros will be the Pavement Engineer/Project Manager for the City of Fort Collins. Tom Knostman 970-221-6576 Mobile 970-679-7947 Angel Ontiveros 970-221-6615 Mobile 970-218-1973 F. Names and telephone numbers of affected agencies and utilities in the area are listed below for Contractor's convenience. General Requirements - Page 1 of 14 SECTION 01010 SUMMARY OF WORK UTILITIES Water: City of Fort Collins, Colorado 221-6700, Meter Shop 221-6759 Storm Sewer: City of Fort Collins, Colorado 221-6700 Sanitary Sewer: City of Fort Collins, Colorado 221-6700 Electrical: City of Fort Collins, Colorado 221-6700 Gas: Public Service Company of Colorado 482-5922,221-8553 Telephone: U.S. West Communications 484-0100,226-6310 Traffic Operations: City of Ft. Collins, Colorado 221-6608 Cable Television: Comcast 493-7400 *Utility Locates Under One -call System 1-800-922-1987 AGENCIES Safety: Occupational Safety and Health Administration (OSHA): 844-3061 Fire: Poudre Fire Authority Non -Emergency: 221-6581 Emergency: 911 Police: City of Fort Collins Police Department Non -Emergency: 221-6550 Emergency: 911 Postmaster: US Postal Service: 225-4111 Transportation: Transfort: 221-6620 END OF SECTION Latimer County Sheriffs Department: Non -Emergency: 221-7177 Ambulance: Poudre Valley Hospital Non -Emergency: 484-1227 Emergency: 911 General Requirements — Page 2 of 14 0 0 0 SECTION 01040 COORDINATION • 1.1 GENERAL CONTRACTOR RESPONSIBILITIES A. Coordinate operations under contract in a manner which will facilitate progress of the Work. B. Conform to the requirements of public utilities and concerned public agencies in respect to the timing and manner of performance of operations which affect the service of such utilities, agencies, or public safety. C. Coordinate operations under contract with utility work to allow for efficient completion of the Work. D. Coordinate all operations with the adjoining property owners, business owners, and surrounding neighborhoods to provide satisfactory access at all times and keep them informed at all times. 1.2 CONFERENCES A. A Preconstruction Conference will be held prior to the start of construction. 1. Contractor shall participate in the conference accompanied by all major Subcontractors, including the Traffic Control Supervisor assigned to the project. 2. Contractor shall designate/introduce Superintendent, and major Subcontractor supervisors assigned to the project. 3. The Engineer shall invite all utility companies involved. 4. The Utilities will be asked to designate their coordination person, provide utility plans, and their anticipated schedules. 5. The Engineer shall introduce the project Representatives. B. Additional project coordination conferences will be held prior to start of construction for coordination of the Work, refining project schedules, and utility coordination. C. The Engineer may hold coordination conferences to be attended by all involved when Contractor's operations affects, or is affected by, the work of others. 1. Contractor shall participate in such conferences accompanied by Subcontractors as required by the Engineer. 1.3 PROGRESS MEETINGS A. Contractor and the Engineer 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. Owners Representatives. 3. Engineer and Resident Project Representative. 4. Traffic Control Supervisor 5. Others as may be requested by Contractor, Engineer or Owner. General Requirements — Page 3 of 14 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. • • SECTION 01040 COORDINATION • C. Minimum agenda shall include: 1. Review of work progress since last meeting. 2. Identification and discussion of problems affecting progress. 3. Review of any pending change orders. 4. Revision of Construction Schedule as appropriate. D. The Engineer and Contractor shall agree to weekly quantities at the progress meetings. The weekly quantity sheets shall be signed by both parties. These quantity sheets, when signed, shall be final and shall be the basis for the monthly progress estimates. This process ensures accurate monthly project pay estimates. END OF SECTION • • General Requirements — Page 4 of 14 SECTION 01310 CONSTRUCTION SCHEDULES • 1.1 GENERAL A. The contractor shall prepare a detailed schedule of all construction operations and procurement after review of tentative schedule by parties attending the pre -construction conference. This schedule will show how the contractor intends to meet the milestones set forth. 1. No work is to begin at the site until Owner's acceptance of the Construction Progress Schedule and Report of delivery of equipment and materials. 1.2 FORMAT AND SUBMISSIONS A. Prepare construction and procure schedules in a graphic format suitable for displaying scheduled and actual progress. B. Submit two copies of each schedule to Owner for review. 1. Owner will return one copy to Contractor with revisions suggested or necessary for coordination of the Work with the needs of Owner or others. C. The schedule must show how the street, landscaping and various utility work will be coordinated. 1.3 CONTENT A. Construction Progress Schedule. 1. Show the complete work sequence of construction by activity and location. • 2. Show changes to traffic control. 3. Show project milestones • B. Report of delivery of equipment and materials. 1. Show delivery status of critical and major items of equipment and materials. 2. Include a schedule which includes the critical path for Shop Drawings, tests, and other submittal requirements for equipment and materials, reference Section 01340. 1.4 PROGRESS REVISIONS A. Submit revised schedules and reports at weekly project coordination meetings when changes are foreseen, when requested by Owner, and with each application for progress payment. B. Show changes occurring since previous submission. 1. Actual progress of each item to date. 2. Revised projections of progress and completion. C. Provide a narrative report as needed to define: 1. Anticipated problems, recommended actions, and their effects on the schedule. 2. The effect of changes on schedules of others. General Requirements — Page 5 of 14 SECTION 01310 CONSTRUCTION SCHEDULES • 1.5 OWNER'S RESPONSIBILITY A. Owner's review is only for the purpose of checking conformity with the Contract Documents and assisting Contractor in coordinating the Work with the needs of the Project. It is not to be construed as relieving Contractor from any responsibility to determine the means, methods, techniques, sequences, and procedures of construction as provided in the General Conditions. END OF SECTION • 0 General Requirements — Page 6 of 14 SECTION 01330 SURVEY DATA • 1.1 SURVEY REQUIREMENTS A. The Owner will provide the construction surveying for street improvements as needed. City Survey Crews will perform the surveying required. B. The Contractor must submit a survey request form to the City Surveyors a minimum of 48 hours prior to needing surveying. C.. If the requested surveying cannot be accomplished in the time frame requested by the Contractor, the survey personnel shall notify the Contractor with the date on which the requested work will be completed. D. Should a sudden change in the Contractor's operations or schedule require the survey personnel to work overtime, the Contractor shall pay the additional overtime expense. E. The -Contractor shall protect all survey monuments and construction stakes. If it is unavoidable to remove a survey monument or construction stakes, the Contractor is responsible for notifying the Surveyor and allowing enough time for the monuments or stakes to be relocated. The Contractor will be responsible for the cost of re - staking construction stakes and.for the cost of re-establishing a destroyed monument. F. The Contractor shall be responsible for transferring the information from the construction stakes to any necessary forms and for constructing all pipelines, drainage ways, pavements, inlets, walls, and other structures in accordance with the information on the stakes and grade sheets supplied by the Owner. END OF SECTION Is General Requirements — Page 7 of 14 SECTION 01410 TESTING 1.1 GENERAL • A. Provide such equipment and facilities as the Engineer may require for conducting field tests and for collecting and forwarding samples. Do not use any materials or equipment represented by samples until tests, if required, have been made and the materials or equipment are found to be acceptable. Any product which becomes unfit for use after approval hereof shall not be incorporated into the work. B. All materials or equipment proposed to be used may be tested at any time during their preparation or use. Furnish the required samples without charge and give sufficient notice of the placing of orders to permit the testing. Products may be sampled either prior to shipment or after being received at the site of the work. C. Tests shall be made by an accredited testing laboratory selected by the Owner. Except as otherwise provided, sampling and testing of all materials and the laboratory methods and testing equipment shall be in accordance with the latest standards and tentative methods of the American Society for Testing Materials (ASTM). D. Where additional or specified information concerning testing methods, sample sizes, etc., is required, such information is included under the applicable sections of the Specifications. Any modification of, or elaboration on, these test procedures which may be included for specific materials under their respective sections in the Specifications shall take precedence over these procedures. 1.2 OWNER'S RESPONSIBILITIES A. Owner shall be responsible for and shall pay all costs in connection with testing for the following: 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 test, except those called for under Submittals thereof. 13 CONTRACTOR'S RESPONSIBILITIES 0 A. In addition to those inspections and tests called for in the General Conditions, Contractor shall also be responsible for and shall pay all costs in connection with testing required for the following: 1. All performance and field testing specifically called for by the specifications. 2. All retesting for Work or materials found defective or unsatisfactory, including tests covered under 1.2 above. 3. All minimum call out charges or stand by time charges from the tester due to the Contractor's failure to pave, pour, or fill on schedule for any reason except by action of the Engineer. B. Contractor shall notify the Engineer 48 hours prior to performing an operation that would require testing. 1.4 CONTRACTOR'S QUALITY CONTROL SYSTEM A. General: The Contractor shall establish a quality control system to perform sufficient inspection and tests of all items of Work, including that of his subcontractors, to ensure conformance to the functional performance of this project. This control shall be established for all construction except where the Contract Documents provide for specific compliance tests by testing laboratories or Engineers employed by the Owner. The Contractors control system shall specifically include all testing required by the various sections of these Specifications. • General Requirements— Page 8 of 14 • C SECTION 01410 TESTING B. Superintendence: The Contractor shall employ a full time Superintendent to monitor and coordinate all facets of the Work. The Superintendent shall have adequate experience to perform the duties of Superintendent. C. Contractors quality control system is the means by which he assures himself that his construction complies with the requirements of the Contract Documents. Controls shall be adequate to cover all construction operations and should be keyed to the proposed construction schedule. D. Records: Maintain correct records on an appropriate form for all inspections and tests performed, instructions received from the Engineer and actions taken as a result of those instructions. These records shall include evidence that the required inspections or tests have been performed (including type and number of inspections or test, nature of defects, causes for rejection, etc.) proposed or directed remedial action, and corrective action taken. Document inspections and tests as required by each section of the Specifications. Provide copies to Engineer weekly. END OF SECTION General Requirements — Page 9 of 14 SECTION 01510 TEMPORARY UTILITIES 1.1 UTILITIES 18 A. Furnish all utilities necessary for construction. B. Make arrangements with Owner as to the amount of water required and time when water will be needed. 1. Meters may be obtained through the Water Utility Meter Shop at 221-6759 2. Unnecessary waste of water will not be tolerated. C. Furnish necessary water trucks, pipes, hoses, nozzles, and tools and perform all necessary labor. 1.2 SANITARY FACILITIES A. Furnish temporary sanitary facilities at each site for the needs of construction workers and others performing work or furnishing services on the Project. B. Properly maintain sanitary facilities of reasonable capacity throughout construction periods. C. Enforce the use of such sanitary facilities by all personnel at the site. D. Obscure from public view to the greatest practical extent. END OF SECTION • General Requirements —Page 10 of 14 • SECTION 01560 TEMPORARY CONTROLS 1.1 NOISE CONTROL A. Take reasonable measures to avoid unnecessary noise when construction activities are being performed in populated areas. B. Construction machinery and vehicles shall be equipped with practical sound muffling devices, and operated in a manner to cause the least noise consistent with efficient performance of the Work. C. Cease operation of all machinery and vehicles between the hours of 6:00 p.m. and 7:00 a.m. 1.2 DUST CONTROL A. Dusty materials in piles or in transit shall be covered when necessary to prevent blowing. B. Earth and road surfaces subject to dusting due to construction activities and detouring of traffic shall be kept moist with water or by application of a chemical dust suppressant. 1. Chemical dust suppressant shall not be injurious to existing or future vegetation. 1.3 POLLUTION CONTROL A. Prevent the pollution of drains and water courses by sanitary wastes, concrete, sediment, debris and other substances resulting from construction activities. 1. Retain all spent oils, hydraulic fluids and other petroleum fluids in containers for disposal off the site. 2. Prevent sediment, debris or other substances from entering sanitary sewers, storm drains and culverts. 1.4 EROSION CONTROL A. Take such measures as are necessary to prevent erosion of soil that might result from construction activities. Measures in general will include: a. Control of runoff. b. Trapping of sediment. c. Minimizing area and duration of soil exposure. d. Temporary materials such as hay bales, sand bags, plastic sheets, riprap or culverts to prevent the erosion of banks and beds of watercourses or drainage swales where runoff will be increased due to construction activities. B. Preserve natural vegetation to greatest extent possible. C. Locate temporary storage and route construction traffic so as to preserve vegetation and minimize erosion. D. Comply with the City of Fort Collins' Storm Drainage Erosion Control Manual. 1.5 TRAFFIC CONTROL A. Maintain traffic control in accordance with the latest revisions of the "Manual of Uniform Traffic Control Devices" (MUTCD), the City of Fort Collins "Work Area Traffic Control Handbook," and the "Larimer County Urban Area Street Standards." In the event of a conflict between the MUTCD criteria and the City's criteria, the City's criteria shall govern. General Requirements — Page 11 of 14 SECTION 01560 TEMPORARY CONTROLS 1.6 HAUL ROUTES The Engineer reserves the right to set haul routes in order to protect pavements, both new and old, from heavy loads. These pavements may include, but are not limited to, recently constructed pavements, recently overlaid pavements, and/or pavements whose condition would be significantly damaged by heavy loads. END OF SECTION General Requirements — Page 12 of 14 1] ,S 0 0 SECTION 01700 CONTRACT CLOSEOUT 1.1 CLEANING AND RESTORATION A. Return the premises and adjacent properties to conditions existing or better than existing at the time the work was begun. This will include providing labor, equipment and materials for cleaning, repairing and replacing facilities damaged or soiled during construction. The Engineer will be thejudge of the degree of restoration required. 1.2 PROJECT RECORD DOCUMENTS A. Maintain on the job site, and make available to the Engineer upon request, one current marked -up set of the drawings which accurately indicate all approved variations in the completed work that differ from the design information shown on the drawings. Further, these drawings should reflect all underground obstacles encountered. B. These record drawings along with any survey records, photographs and written descriptions of said work as maybe required by the Engineer shall be submitted prior to project acceptance. END OF SECTION General Requirements — Page 13 of 14 OWNER- OF FAJILLINS By: ' / G RRY UL DIRECTOR OF PURCHASING & RISK MANAGEM NT Date: ( 09 w i City Clerk Address for giving notices: P. O. Box 580 Fort Collins, CO 80522 ApprWed as to Attorney SEAL CONTRACTOR: A-1 CHIP/EAL CO. 0 Date: (CORPORATE SEAL) A est: Address for giving notices: o� t&�Kt- License No.: • 49 SECTION 01800 METHOD OF MEASUREMENT AND BASIS OF PAYMENT 40 1.1 DEFECTIVE WORK A. Owner will not pay for defective work and will not pay for repair or additional work required to bring the project to a point of acceptance. 1.2 BID PRICE A. The Total Bid Price covers all Work required by the Contract Documents. All work not specifically set forth as a pay item in the Bid Form shall be considered a subsidiary obligation of Contractor and all costs in connection therewith shall be included in the prices bid for the various items of Work. B. Prices shall include all costs in connection with the proper and successful completion of the Work, including furnishing all materials, equipment and tools; and performing all labor and supervision to fully complete the Work. C. Unit prices shall govern over extensions of sums. D. Unit prices shall not be subject to re -negotiation. 13 ESTIMATED QUANTITIES A. All quantities stipulated in the Bid Form at unit prices are approximate and are to be used only as a basis for estimating the probable cost of the Work and for the purpose of comparing the bids submitted to the Work. The basis of payment shall be the actual amount of materials furnished and Work done. B. Contractor agrees that he will make no claim for damages, anticipated profits, or otherwise on account of any difference between the amount of Work actually performed and materials actually furnished and the estimated amount therefor. 0 END OF SECTION 0 General Requirements — Page 14 of 14 SECTION 02000 • PROJECT SPECIFICATIONS The Colorado Department of Transportation "Standard Specifications for Road and Bridge Construction', 2011, and the Larimer County "Urban Area Street Standards", (hereafter referred to as the "Standard Specifications"), latest revisions, are made a part of this Contract by this reference, except as revised herein, and are hereby adopted as the minimum Standard Specifications of Compliance for this project. In those instances where the Standard Specifications conflict with.any of the provisions of the preceding Sections, the preceding Sections shall govern. INDEX OF REVISIONS SECTION 104 Traffic and Parking Control 105 Control of Work 108 Prosecution and Progress 208 Storm Water and Inlet Protection 409 Asphalt Chip Seal 409 Asphalt Slurry Seal 409 Asphalt Cape Seal 630 Construction Zone Traffic Control • 0 Section 104 of the Standard Specifications is hereby revised as follows: REVISION OF SECTION 104 TRAFFIC AND PARKING CONTROL • MAINTAINING TRAFFIC Subsection 104.04 shall include the following. It shall be the Contractors responsibility to clear parking from the streets when such parking will interfere with the work. Prior to work that requires the street(s) to be closed to parking and/or traffic, the street(s) shall be posted for "NO PARKING". The placement of these signs shall take place at least 24 hours prior to commencement of work and shall clearly show the type of work, and the day, date, and times that the message on the sign is in effect. (For example, if a street is to be sealed on Wednesday, July 2, the street shall be posted no later than Tuesday, July 1, by 7:00 a.m. with a sign that reads similar to "NO PARKING, WEDNESDAY, JULY 2, 7:00 A.M. TO 6:00 P.M., SLURRY SEAL) See sample 'NO PARKING' sign. "NO PARKING" signs shall remain in place until the street is opened to traffic and all clean up operations completed. No Parking signs may be placed, maintained, and removed by a representative of the Contractor, the Traffic Control Supervisor, or Flagger: No parks are to be spaced at 100' Apart. All information on the "NO PARKING" signs, with the exception of the type of work, date, and times shall be in block letters permanently affixed to the sign. Any information added to a sign, such as dates, shall be clearly legible and written in block style letters. The "NO PARKING" signs shall be in effect for one or two days only. In the event the Contractor deems it necessary to remove a vehicle that has not adhered to the "No Parking" notification, the Contractor shall first make every reasonable effort to locate and contact the owner of the vehicle. Should the Contractor be unable to locate the owner of the vehicle, the Contractor shall notify the Engineer to arrange for any required towing. If the No Parking sign has been in place for a minimum of 24 hours, then the City shall make every reasonable effort to remove the offending vehicle within four (4) hours of notification by the Contractor. • .The Contractor shall not be entitled to additional compensation for delays associated with the towing of illegally parked vehicles. Work performed by the Contractor without traffic control or placement of "No Parking" signs will not be paid for under the terms of this Contract. The Owner may deduct $1,000.00 per day for each day traffic control devices are not in compliance with these specifications. The Contractor shall not be paid for delays resulting from traffic control issues. At or near the end of each work day, a representative of the Contractor, the Traffic Control Supervisor, and the Engineer will meet to discuss the progress of the work and the placement of traffic control devices including "No Parking" signs and required adjustments. The Contractor and Engineer shall also review and determine the proposed means of handling parking and traffic control for the upcoming work. Requested changes to the traffic control, including additional signs, barricades, and/or flaggers shall be implemented immediately. It is the responsibility of the Contractor to minimize any inconvenience to the public as a result of their work. The Contractor shall maintain access at all times to businesses, schools, and residents impacted by the work and shall communicate their schedule 48 hours prior to commencing work. Traffic Control costs including but not limited to furnishing equipment, equipment set up/removaUmodification, TCS and Flagging personnel hours, vehicles, phones, notification delivery, hand signs, communication devices, sandbags, and all related incidental items required for traffic control under this contract shall be included in the contract unit prices for the work, complete -in -place and as specified under Revision of Section 630, "Construction Zone Traffic Control". "Variable Message Boards" and "Additional Flagging Personnel" shall be paid for under Section 630, "Construction Zone Traffic Control'. Project Specifications - Page 2 of 35 0 • N PARKIN Wed July 7 7:00 AM - 60000 PM SLURRY END OF SECTION Project Specifications - Page 2 of 35 REVISION OF SECTION 105 CONTROL OF WORK Section 105 of the Standard Specifications is hereby revised as follows: AUTHORITY OF THE ENGINEER Subsection 105.01 is hereby amended to include the following: No phase of construction shall start until the Traffic Control Plan has been approved. Failure to have an approved Traffic Control Plan shall constitute cause for the Owner to stop work. During periods of Traffic Control non- compliance, the Contractor may be assessed $1,000.00 per day, may forfeit payment of work and materials installed, and may lose contract working days as determined by the Owner. The Contractor shall not be entitled to compensation for delays associated with non -compliant periods. Subsection 105.02 shall be amended to include the following: The Contractor shall furnish the required submittals in TABLE 105-1 before the commencementof work. Three (3) copies shall be furnished to the Engineer, two (2) copies will be returned to the Contractor upon approval. Submittals shall not be measured and paid for separately but shall be included in the work. TABLE 105-1 SUMMARY OF CONTRACTOR SUBMITTALS Section No. Description Approval Needed Reoccurring 108.03 Schedule of Work Yes Yes 208.02 Erosion Control Devices Yes No 208.06 Spill Kit: List of items included Yes No 409.00 Asphalt Mix Design Yes No 630.10 Traffic Control Plans Yes Yes 630.11 TCS Qualifications reoccurs when TCS and flaggers thane Yes No 630.11 Resident Notification Letter I Yes Yes COOPERATION BY CONTRACTOR Subsection 105.10 shall include the following: The City's commitment io our Environmental Management System (EMS) requires that vehicles on City projects shall comply with the adoption of a "Limitation on Engine Idling" to reduce environmental impacts related to. construction. Please comply by turning off vehicles that are not in use instead of idling for long periods (more than three minutes, as a general ride). COOPERATION WITH UTILITIES Subsection 105.11 shall include the following: City Utilities, Parks, Traffic, Streets, concrete, and utility contractors may perform work related to the project within or near the limits of this project. The Contractor shall conduct the Work without interfering or hindering the progress or completion of the work being performed by other contractors. The Contractor shall coordinate extensively with these entities to minimize traffic control and scheduling conflicts, and ensure timely completion of all the work. Project Specifications - Page 3 of 35 40 1• REVISION OF SECTION 105 CONTROL OF WORK 0 INSPECTION AND TESTING OF WORK Subsection 105.16 shall include the following: The Contractor shall keep the Engineer informed of his future construction operations to facilitate scheduling of required inspection, measuring for pay quantities, and sampling. The Contractor shall notify the Engineer a minimum of 24 hours in advance of starting any construction operation that will require inspection, measuring for pay quantities, or sampling. Failure of the Contractor to provide such notice will relieve the Owner and the Engineer from any responsibility for additional costs or delays caused by such failure. Inspection of the work or materials shall not relieve the Contractor of any of his obligations to fulfill his contract as prescribed. Work and materials not meeting specifications shall be corrected and unsuitable work or materials may be rejected, notwithstanding that such work or materials have been previously inspected by the Engineer or that payment therefore has been included in the progress estimate. MAINTENANCE DURING CONSTRUCTION Subsection 105.19 shall include the following: The roadway area, including curb, gutter, and sidewalk, adjacent to and through the construction area shall be cleaned of debris by the Contractor at the earliest opportunity, but in no case shall the area not be cleaned after the completion of the day's work. It shall be the Contractor's responsibility to provide the necessary manpower and equipment to satisfactorily clean the roadway area. The Contractor shall utilize a combination of pick-up brooms, side brooms and/or other equipment as needed to clean the streets. All sweeping and clean up equipment shall be approved by the Engineer prior to the commencement of work. • The Contractor shall maintain the streets during the construction process as prescribed above. E If a street requires additional sweeping by City forces, the Owner shall deduct from compensation due the Contractor sufficient funds to cover the Owners cost to provide said service. All cost of maintaining the work during construction and before the project, as accepted, will not be measured and paid for separately, but shall be included in the work. All applied slurry, chip, and cape seal surfaces shall be swept by an approved vacuum style sweeper to remove any excess raveled material which becomes dislodged from the street surface after seven (7) calendar days, or as directed by the Engineer, and again after 30 calendar days, or as directed by the Engineer. Any dislodged material which has migrated to gutters, sidewalks, and driveways shall be removed at this time. Dislodged material shall be disposed of to a site approved by the Engineer. Excessive raveling, as determined by the Engineer, shall be swept by the Contractor at no additional cost to the Owner. Sweeping shall be paid for per each complete sweeping of all surfaces, and shall include "No Parking" signs, blowing or sweeping of gutters, sidewalks, and driveways as necessary prior to sweeping treated surfaces. Payment shall include all equipment, labor, materials, overhead, incidentals and mobilization required to complete the work as described in the specifications. Project Specifications - Page 4 of 35 REVISION OF SECTION 105 CONTROL OF WORK BASIS OF PAYMENT Payment will be made under: Pay Item Unit 105.01 Sweeping - All street and parking lot surfaces Each 105.02 Sweeping — All parking lot surfaces Each The above prices and payments shall include full compensation for furnishing all equipment, labor, materials, tools, mobilization, traffic control devices, TCS and flagging personnel, traffic control signage ('No Parking' signs), incidentals and for sweeping treated surfaces, including blowing or hand sweeping of gutters, sidewalks, and driveways prior to sweeping treated surfaces. END OF SECTION Section 108 of the Standard Specifications is hereby revised as follows: Project Specifications - Page 5 of 35 1�2 REVISION OF SECTION 108 • PROSECUTION AND PROGRESS SCHEDULE Subsection 108.03 shall include the following: A schedule of work must accompany any bid, and shall include number of working days per area to complete all unit work items covered by the contract. Vicinity maps of each area are included in Section 03500, Project Maps. The schedule should take any priorities into consideration. The schedule should also include projected start and end dates. Individual street quantities are described in Section 02500, Quantity Estimates. Prior to award, mutually acceptable milestones shall be determined by the Contractor and the City based on the schedule of working days discussed above. LIMITATION OF OPERATIONS Subsection 108.05 shall include the following: The work shall be completed within the following calendar months: JAN FEB MAR APR MAY JUNE JULY AUG SEP OCT OV DEC DETERMINATION AND EXTENSION OF CONTRACT TIME Subsection 108.08 shall include the following: Work hours shall be 7:00 a.m. to 5:00 p.m., Monday through Friday, or as approved by the Engineer. All Work is to be complete for a single project area within thirty five (35) consecutive working days during the months of May through August. It is the intent of this project to be completed within thirty five (35) consecutive working days after work commences for the City of Fort Collins as described below: • Fourteen (29) consecutive working days will be allotted for construction. • Three (3) consecutive working days will be allotted for the first sweeping operation. See Revision of Section 105, Maintenance During Construction • Three (3) consecutive working days will be allotted for the second sweeping operation. See Revision of Section 105, Maintenance During Construction • Failure to meet the working days described above, or failure to commence sweeping at the described intervals shall result in damages assessed against the Contractor as described in Article 3 of the Agreement, Contract Times. • Delays and extensions of time are described in the General Conditions. FAILURE TO COMPLETE WORK ON TIME Subsection 108.09 shall include the following: Failure to meet the agreed upon milestones, mobilize to an area within days specified, or fully complete the project in thirty five (35) consecutive working days, shall result in liquidated damages assessed against the Contractor. At the City's option, liquidated damages in the amount of $1,000.00 per day may be retained from any monies due Project Specifications - Page 6 of 35 REVISION OF SECTION 108 PROSECUTION AND PROGRESS • the Contractor, or the City may retain an additional contractor(s) to complete the work, or portion thereof, and retain any costs incurred above and beyond the bid prices of the Contractor from any monies due the Contractor in lieu of liquidated damages. END OF SECTION Project Specifications - Page 7 of 35 REVISION OF SECTION 208 STORM WATER AND INLET PROTECTION Section 208 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 208.01 shall be revised as follows: This work shall consist of constructing, installing, maintaining, and removing when required, erosion control measures during the installation and at a minimum at all inlets to prevent or minimize erosion, sedimentation, and pollution of any state waters. Work shall be in accordance with the latest revisions of the City of Fort Collins Urban Drainage and Flood Control District Urban Drainage Criteria Manual, and the City of Fort Collins Environmental Standard Operating Procedures contained herein, section 04000, and the Colorado Department of Transportation Standard Specifications for Road and Bridge Construction . Any loss of time or materials related to erosion shall be the sole responsibility of the Contractor. Any damage to surrounding properties or facilities (either on site or offsite) related to erosion caused by construction ofthis project, shall be the sole responsibility of the Contractor. MATERIALS Subsection 208.02 shall be revised as follows: Contractor will submit the type of material to be used for erosion control measures prior to beginning the work. See section 03000. Straw wattles shall not be allowed. 1...Inlet protection shall include sufficient length to protect around the perimeter of the inlet opening. 2. Erosion control devices around inlets near the load site shall be required. 3..:Erosion control devices on the downhill side of an aggregate stockpile shall be required. Recycled Rubberized Wattle Inlet Protection shall meet the following requirements: 1. Infill material: Shredded recycled rubber 2. Weight: approximately 10 Ibs per linear foot 3. Diameter: Approximately 9 inches 4. Geotextile fabric: Made of a durable fabric with a typical weight of 6-10 oz/yd. CDOT Gravel Bag Inlet Protection shall meet the following requirements: 1. Infill material: CDOT #67 washed rock or approve equal 2. Weight: approximately 20 Ibs per linear foot 3. Diameter: Approximately 5 inches 4. Geotextile fabric: Made of a durable fabric with a typical weight of 6-10 oz/yd. CONSTRUCTION REQUIREMENTS Subsection 208.03 shall be revised as follows: All erosion control measures must be installed prior to starting work. It shall be the responsibility of the contractor to ensure that all roadways near the project are kept clean of construction debris. Inlet filters Project Specifications - Page 8 of 35 • SECTION 00530 NOTICE TO PROCEED Description of Work: 7417 Asphalt Surface Treatment Project To: A-1 Chipseal Co. This notice is to advise you: That the contract covering the above described Work has been fully executed by the CONTRACTOR and the OWNER. That the required CONTRACTOR's Performance Bond and Payment Bond have been received by the OWNER. That.the OWNER has approved the said Contract Documents. Therefore, as the CONTRACTOR for the above described Work, you are hereby authorized and directed to proceed within () calendar days from receipt of this notice as required by the Agreement. Dated this day of , 20_. The dates for Substantial Completion and Final Acceptance shall be 20_and 20_, respectively. City of Fort Collins OWNER A Title: ACKNOWLEDGMENT OF NOTICE Receipt of the above Notice to Proceed is hereby acknowledged this _day of 20_ CONTRACTOR: A-1 CHIPSEAL CO. By: Title: 0 REVISION OF SECTION 208 STORM WATER AND INLET PROTECTION Designated storm drainage system inlets shall be filtered as directed by the Engineer. Alternative treatments (such as native grass filtering) may be used as an alternative to wattle or other protection before water is discharged into streams or onto adjacent properties. Drop Inlets Drop inlets in unpaved areas shall be filtered with a piece of non -woven, needle punched, polypropylene landscaping fabric with a weight of 4 ounces / SY anchored by recycled rubber or rock sock wattles traversing the entire perimeter. Materials other than fabric and wattle inlet protection must be demonstrated to provide the same level of treatment before acceptance by the Engineer. Maintenance The contractor shall continuously maintain all erosion and sediment control features so that they function properly during site construction. All inlet filters shall be inspected and repairs made after each runoff event. Sediments shall be removed when one half of the design depth has been filled. Removed sediments shall be removed immediately from the traveled way of roads and streets and disposed of properly. METHOD OF MEASUREMENT Subsection 208.11 shall include the following: Payment shall be made by the lineal foot for gravel or recycled rubber wattle inlet protection devices installed and accepted at each location within the work area or as required by the Engineer. The length shall be sufficient to protect the inlet opening and sides of the inlet grate. Excessive lengths shall not be paid. When a protection device is installed at a new location, whether the protection device is new or has been relocated, an additional payment shall be made by the lineal foot for the protection of the location. Payment for fabric and wattle inlet protection shall be made by each protection device per location installed and accepted or as required by the Engineer. Excavation required for removal of accumulated sediment from traps, basins, and other clean out excavation of accumulated sediment, and the disposal of such sediment, shall be considered incidental to the work and not be paid separately. Street sweeping for sediment from inlet protection will not be measured or paid for separately but shall be incidental to the work. A protection device shall be installed at load sites and on the downstream side of stock piles or as directed by the Engineer and shall be considered incidental to the work and shall not be paid for separately. All construction material that enters an inlet due to work under this contract shall be removed from the inlet interior and removed from the site to an approved disposal location. This work shall not be paid for separately. BASIS OF PAYMENT Project Specifications - Page 9 of 35 REVISION OF SECTION 208 • STORM WATER AND INLET PROTECTION • 0 Subsection 208.12 shall include the following: Payment will be made under: Pay Item Unit 208.01 Stormwater Protection — Wattle Lineal Foot 208.02 Stormwater Protection — Fabric and Wattle Inlet Protection Each The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, traffic control devices, TCS and flagging personnel, and related traffic control incidentals, and for doing all work involved in installing, maintaining, and removing when required, erosion control measures, as specified in these specifications, as shown on the plans, and as directed by the Engineer. END OF SECTION Project Specifications - Page 10 of 35 REVISION OF SECTION 409 SEAL COAT • DESCRIPTION Subsection 409.01 shall include the following: This work shall consist of furnishing and installing polymerized emulsified asphalt integrated with surface treatments including chip seal, double chip seal, slurry seal, cape seal, and a fog seal, when required, on properly prepared roadway surfaces as specified herein and as directed by the Engineer. MATERIAL Subsection 409.02 shall be deleted and replaced with the following requirements for the applicable treatment: ASPHALT EMULSION —GENERAL Asphalt material shall be accepted at the distributor. Each load of emulsified asphalt shall be accompanied with a certificate of analysis/compliance and submitted to the Engineer to assure that it is the same as that used in the mix design. The Contractor shall supply samples for each requested material for testing upon request of the City. A one -quart sample of the emulsion shall be submitted from the first delivery. The source of the base asphalt, polymer, additives, and supplier shall be stated on the sample and shall not change during the course of construction. Suitable storage facilities and containers for the asphalt emulsion shall be provided and shall be equipped to prevent water from entering the emulsion. If necessary, suitable heat shall be provided to prevent freezing; however the heat shall not reach the temperature required for the chemical process to respond as if the emulsion had been applied to the road. • ASPHALT EMULSION - CHIP SEAL Polymerized cationic rapid set emulsified asphalt (CRS-2P), or equivalent, shall be an emulsified blend of polymerized asphalt, water, emulsifiers, and polymer. The asphalt cement shall be polymer modified prior to emulsification and shall contain a minimum of three percent (3.0%) styrene-butadiene-styrene (SBS) block copolymer by weight of asphalt cement. The emulsion, standing undisturbed for a minimum of 24 hours, shall show no milky white separation, but shall .be smooth and homogeneous throughout. The polymer shall be incorporated by co -milling into the emulsion and shall be capable of being pumped and be suitable for application through a distributor truck. 9 Project Specifications - Page I I of 35 REVISION OF SECTION 409 SEAL COAT Table 702-2 shall be deleted and replaced with the following: Tests on Emulsion (CRS-2P) Minimum Maximum Test Method Viscosity, at 50°C, Saybolt Furol, sec (a) 80 450 AASHTO T59 Storage Stability, 24-hr, % Max (a) 1.0 AASHTO T59 Particle Charge Test Positive AASHTO T59 Sieve test, % Max (a) 0.10 AASHTO T59 Demulsibility, % Min (c) 40 AASHTO T59 Oil Distillate by Volume, % Max or Range 3.0 AASHTO T59 Residue by distillation/evaporation, % min (b) 70 T59 Tests on Residue Minimum Maximum Test Method Penetration, 25°C, 100g, 5s, min, drum 60 110 AASHTO T49 Ductility, 25°C, 5 cm/min, cm 100 AASHTO T51 Ductility, 4°C, 5 cm/min, cm, min 45 AASHTO T51 Toughness, in-Ibs, min 110 CP-L 2210 Tenacity, in Ibs, min 75 CP-L 2210 Elastic Recovery, 25°C 75 AASHTO T301 Softening Point, Ring & Ball, °C 57 AASHTO T 53 Solubility in Trichloroethylene, % min 97.5 AASHTO T44 a) The Contractor shall submit a Certificate of Compliance from the supplier for the above testing. This certificate shall verify that the material conforms to the applicable Project Specifications and Revisions within the construction year. b) For polymerized emulsions the distillation and evaporation tests will in be conformance with AASHTO T- 59 or CP-L 2212 respectively with modifications to include 205 +/- 5° C maximum temperatures to be held for 15 minutes. c) The Demulsibility test shall be made within 30 days from the date of shipment. ASPHALT EMULSION - SLURRY SEAL The emulsified asphalt shall conform to Grade CQS-1HL (Cationic Quick Setting Emulsified Asphalt with Latex Polymer) as specified in ASTM D977 and D2397 (Specification for Emulsified Asphalt and Cationic Emulsified Asphalt), except that the residual asphalt having a penetration of 40 —90, shall constitute at least 60 percent of the emulsion by weight, and that the Saybolt Furol Viscosity of the emulsion at 77' F (25' C) shall not exceed 50 seconds. Slow setting emulsions may not be used. CQS-1HL shall be an emulsified blend of asphalt, water, and styrene-butadiene rubber (SBR) latex and emulsifiers. The emulsion shall be pumpable and suitable for use in slurry seal mixing and spreading equipment, and suitable for application through a distributor truck. The emulsion shall contain a minimum of three percent (3.0%) by weight of SBR polymer solids based on weight of residual asphalt. The slurry seal mixture shall contain an emulsion content of 10 —20% by weight of dry aggregate which shall be determined in the laboratory by an approved mix design process. The residual asphalt content shall be 10 — 20% based on weight of dry aggregate. Each load of emulsified asphalt shall be accompanied with a certificate of analysis/compliance and submitted to the Engineer to assure that it is the same as that used in the mix design. Project Specifications - Page 12 of 35 REVISION OF SECTION 409 SEAL COAT Tests on CQS-1hL Emulsion Minimum Maximum Test Method Viscosity, at 50°C, Saybolt Furol, sec (a) 20 100 AASHTO T59 Storage Stability, 24-hr, %Max (a) 1.0 AASHTO T59 Particle Charge Test Positive AASHTO T59 Sieve test, % Max (a) 0.10 AASHTO T59 Distillation: (b) AASHTO T59 Residue, % 60 AASHTO T59 Polymer: Polymer Solids Based on Weight of Asphalt % 3.0 AASHTO T59 Residue by distillation/evaporation, % min (b) 65 AASHTO T59 Tests on Residue Minimum Maximum Test Method Penetration, 25°C, I00g, 5s, min, dmm 40 90 T49 Ductility, 4°C, 5 cm/min, cm, min 40 T51 Solubility in Trichloroethylene, % min (c) 97.5 T44 Elastic Recovery, 25' C 60 T301 Softening Point, Ring & Ball, °C 57 T 53 I* a) The Contractor shall submit a Certificate of Compliance from the supplier for the above testing. This certificate shall verify that the material conforms to the applicable Project Specifications and Revisions within the installation year. • b) , For polymerized emulsions the distillation and evaporation tests will in be conformance with AASHTO T- 59 or CP-L 2212 with modifications to include 205 +/- 5° C maximum temperatures to be held for 15 minutes. c) The Demulsibility test shall be made within 30 days from the date of shipment. ASPHALT EMULSION — CAPE SEAL Cape Seal emulsified asphalt shall conform to the requirements for Chip Seal and Slurry Seal emulsion for each layer of treatment emulsion respectively. AGGREGATE MATERIAL Subsection 409.03 shall include the following: AGGREGATE — GENERAL All materials shall be pre -tested by the Contractor, at no cost to Owner, in a qualified laboratory as to their suitability for use in the installation and conformance with project specifications. The laboratory shall issue a current report (within 6 months of installation) showing the results of tests performed on the individual materials, comparing their values to those required by this specification. The aggregate shall be washed, hard, durable, and clean rock free from dirt, organic matter, clay balls, adherent films of clay, or other objectionable material. The presence of oversized material and/or clay balls shall be grounds for rejection. 9 Project Specifications - Page 13 of 35 REVISION OF SECTION 409 • SEAL COAT Samples of materials and of the finished surface shall be famished by the Contractor as directed by the Engineer during progress of the work at no expense to the Owner. Test reports shall be required from the Contractor as additional materials arrive. Testing costs will be computed in accordance with section 1410 "Testing'. Stockpiling of Aggregate: Precautions shall be taken to insure that stockpiles are carefully mixed immediately prior to use to insure uniform distribution of the moisture, and that they do not become contaminated with over- sized rock, clay, silt, or excessive amounts of moisture. The stockpile shall be kept in areas that drain readily. Segregation of the aggregate will not be permitted. Also see Section 208, Erosion Control and Inlet Protection. Segregation of the aggregate will not be permitted. . The Contractor is solely responsible for finding and securing a suitable staging area. The location of the staging must be submitted and approved by the Project Manager prior to use. No portion of the right of way may be used for storage of any materials or equipment. Written authorization to use private property to store equipment and materials shall be obtained from the property owner and submitted to the Owner prior to mobilization and use. The Owner shall be allowed access to the load site at all times. The Contractor shall also submit a letter of indemnification to the Owner and the property owner. Aggregate shall be manufactured crushed fine grained, igneous rock (grain size less than 0.5 mm) having a positive attraction to the binder(s), shall be of the same material source, and must comply with the following: Test on Aggregate Maximum Test LA Abrasion, % loss 20 AASHTO T 96 Flat & Elongated (3 to 1), % 5 ASTM D4791 :Absorption, % 2 AASHTO T 85 Sodium Sulfate 15 AASHTO T 104 Magnesium Sulfate 20 AASHTO T 104 Faces Fractured, % _ 100 Minimum ASTM D5821 Plastic Index Fines Non -Plastic AGGREGATE — CHIP SEAL Table 703-6 shall be deleted and replaced with the following table: Gradation Sieve Size 3/8" Chip Seal 1/4" Chip Seal 1/2" 100 100 3/8" 100 100 1/4" 0-35 100 No. 8 0-3 0-3 No. 200 0-1.5 0-1.5 AGGREGATE —SLURRY SEAL The mineral aggregate shall consist of natural or manufactured sand, slag, crusher fines, and others, or a combination thereof and be gray in color. The aggregate shall be 100% crushed. Smooth -textured sand of less than 1.25% water absorption shall not exceed 50% of the total combined aggregate. Project Specifications - Page 14 of 35 REVISION OF SECTION 409 SEAL COAT • The aggregate shall be clean and free from organic matter and other deleterious substances. When tested in accordance with AASHTO T176 or ASTM A2419 (Sand Equivalent Value of Soils and Fine Aggregates), the aggregate shall have a sand equivalent of not less than 65. When tested in accordance with AASHTO T 104, or ASTM C88 (Soundness of Aggregates by Use of Sodium Sulfate or Magnesium Sulphate), the aggregate shall show a loss of not more than 15% using NA2SO4, or 25% using MgSO4. When tested in Accordance with ASTM D 1664, the aggregate shall have a retained bituminous film above 95%. Aggregates that do not meet this requirement may be used for surface treatments and seal coats provided a satisfactory chemical additive or wetting agent is used to provide a water-resistant film. Use of chemical additives or wetting agents is subject to prior approval or may be waived by the Engineer. Mineral fillers such as Portland cement, limestone dust, time, fly ash, and other approved fillers shall be considered as part of the blended aggregate, used in the minimum amount required, and manufactured in the project year. Cost of mineral fillers, if used, is to be included in the unit price of the slurry seal and shall not be paid for separately. They shall meet the gradation requirements of AASHTO M 17 or ASTM D242 (Mineral Filler for Bituminous Paving Mixtures). Mineral fillers shall be used for one or more of the following reasons only: 1. To improve the gradation of the aggregate. 2. To control the time of break of the emulsion.. 3. To provide improved stability and workability of the slurry. 4. To increase the durability of the cured slurry. Screening of aggregate shall be required at the quarry prior to delivery to the job site. Oversized material and/or clay balls in the slurry seal shall be cause for rejection. The total aggregate, including mineral filler, shall conform • to the following gradation when tested by AASHTO T27, or ASTM C 136 (Sieve Analysis of Aggregates): SIEVE SIZE PERCENT PASSING TYPE.II 3/8" ( 9.5 mm ) 100 No. 4 (4.75 mm) 90 - 100 No. 8 ( 2.36 mm) 65 - 90 No. 16 ( 1.18 mm) 45 - 70 No. 30 ( 600 um) 30 - 50 No. 50 ( 330 um) 18 - 30 No. 100 ( 150 um) 10 - 20 No. 200 ( 75 um) 5 - 15 The Contractor shall submit a Certificate of Compliance from the intended aggregate producer. This certificate shall verify that the material conforms to the applicable Project Specifications and Revision of Section 409, Asphalt Slurry Seal. This certificate shall be supplemented by laboratory test data performed by an independent testing laboratory at no expense to the Owner. Project Specifications - Page 15 of 35 REVISION OF SECTION 409 SEAL COAT MIX DESIGN At least two weeks prior to commencement of work, the Contractor shall submit a signed mix design covering the specific materials to be used on the project. This design shall be performed by a laboratory qualified to perform International Slurry Seal Association (ISSA) tests. Once the materials are approved, no substitution will be permitted, unless first tested by the laboratory preparing the mix design and approved by the Engineer. 1. Mix Design The qualified laboratory shall develop the job mix design and present certified test results for the Engineers approval. Compatibility of the aggregate and emulsion shall be verified by the mix design. All component materials used in the mix design shall be representative of the material proposed by the Contractor for use on the project. 2. Specifications The Engineer shall approve the design mix and all materials and methods prior to use. The component materials shall be within the following limits: • WATER 0 Residual Asphalt Type 11: 5.0% to 15.0% by dry weight of aggregate Mineral Filler 0.5% to 2% by dry weight of aggregate Additive As required to provide the specified properties Water As required to produce proper mix consistency All water used in making the slurry shall be potable and free of dissolved ingredients that may prove harmful. Water shall be of such quality that the asphalt will not separate from the emulsion before the slurry seal is in place. The effect of moisture content on the specific weight of the aggregate, and the moisture content of the aggregate being used, shall be taken into account in calibrating the machine to deliver mix in the correct proportion. LABORATORY TESTING All materials shall be pre -tested by the Contractor, at his expense, in a qualified laboratory as to their suitability for use in slurry and conformance with project specifications. The laboratory shall issue a current report which shows the results of tests performed on the individual materials, comparing their values to those required by this specification. The report will provide the following information on the slurry seal mixture: TEST PURPOSE METHOD SPECIFICATION Slurry Seal Consistency ISSA T106 �— 2 - 3 cm Excess Asphalt ISSA 17109 IF 50 g/ft' max Wet Stripping Test ISSA TI14 Pass (90% min) Compatibility ISSA TI15 Pass* Quick Set Emulsion J ISSA T102 IF Pass** Project Specifications - Page 16 of 35 REVISION OF SECTION 409 SEAL COAT TEST PURPOSE METHOD SPECIFICATION Wet Track Abrasion ASTM D3910 1 Hour Soak Loss 50 g/ft' max (538 g/m2 max) 6 Day Soak Loss 75 g/ft2 max (807 g/m2 max) * Mixing tests must pass at the maximum expected air temperature. ** Using specific job aggregate and emulsion content. The laboratory shall further report the quantitative effects ofmoisture content on the unit weight of the aggregate (Bulking effect). The laboratory report must clearly show the proportions of aggregate, mineral filler (minimum and maximum), water (minimum and maximum), additive(s) (usage), and asphalt based on the dry aggregate weight. A current and complete laboratory analysis and test report, accompanied by abraded and unabraded slurry test samples, shall be submitted by the Contractor at least two weeks prior to commencement of any work. If the Contractor performs this testing, the Engineer or his representative shall be allowed to observe all testing. AGGREGATE — CAPE SEAL Cape Seal aggregate shall conform to the requirements for Chip Seal and Slurry Seal aggregate for each layer of treatment aggregate respectively. CONSTRUCTION REQUIREMENTS - GENERAL • The Contractor shall notify businesses, schools, and residents at least 48 hrs prior to starting each phase of the . installation (see Revision of Section 630, Construction Zone Traffic Control). The flyer or door hanger shall be submitted to the Engineer for approval one (1) week prior to construction. The flyer shall include a local or toll free contact number for the Contractor and include the following: "Learn more about the City of Fort Collins Street Maintenance Program and find answers to common questions by visiting www.fcgov.com/streets." Subsection 409.04 shall include the following: WEATHER LIMITATIONS No bituminous material shall be applied as follows: 1. When there is any danger the finished product will freeze before it cures completely. 2. When the pavement or air temperature is 60°F (16' C) or below and falling. 3. While puddles of water remain on the surface to be coated. 4. As directed by the Engineer. Project Specifications - Page 17 of 35 REVISION OF SECTION 409 ASPHALT CHIP SEAL, SLURRY SEAL & CAPE SEAL Subsection 409.05 shall include the following: EQUIPMENT -GENERAL All equipment, tools, and machines used in the performance of this work shall be maintained in satisfactory working order at all times. Unsatisfactory equipment shall be removed and replaced without delay or cost. Descriptive information an mLring and applying equipment to be used shall be submitted for approval a minimum of seven (7) days before commencement of work. The equipment shall conform to the following minimum requirements: Proportioning Devices Individual volume or weight controls for proportioning each material shall be provided and properly marked. Yield estimates with supporting documentation from the metering devices and material delivery tickets will be provided by the Contractor daily. Calibration Equipment shall be calibrated in the presence of the Engineer prior to construction. Documentation shall be provided including individual calibration of each material at various settings, which can be related to the machine's metering device(s). No machine will be allowed to work on the project until the calibration has been completed and accepted by the Engineer. • Previous calibration documentation covering the exact materials to be used may be accepted provided they were made during the current calendar year. The documentation shall include an individual calibration of each material of various settings which can be related to the machine metering device(s). Verification Test strips for each mix used may be required for each machine and each mix used after calibration and prior to construction. If the test sections do not conform to the specification requirements, the treatment shall be removed at the Contractor's expense. No compensation will be made forge -application or additional test sections required due to unsatisfactory work or material. Initiation of work on the project streets shall not begin without the Engineer's approval of test sections. Cleaning Equipment A minimum of two vacuum designed sweepers having only negative air pressure at the road surface capable of removing excess aggregate and debris material shall be used on this project. The body hoppers of the vacuum sweepers shall be a minimum capacity often cubic yards, and the negative air pressure at the intake shall be rated at forty six inches of negative water pressure. Sweepers shall meet applicable U.S. Environmental Protection Agency Standards. Project Specifications - Page 18 of 35 SECTION 00600 BONDS AND CERTIFICATES 00610 Performance Bond 00615 Payment Bond 00630 Certificate of Insurance 00635 Certificate of Substantial Completion 00640 Certificate of Final Acceptance 00650 Lien Waiver Release (CONTRACTOR) 00660 Consent of Surety 00670 Application for Exemption Certificate 0 REVISION OF SECTION 409 ASPHALT CHIP SEAL, SLURRY SEAL & CAPE SEAL . Bituminous Distributor A minimum of two distributors shall be used. The distributors shall be self -powered and capable of providing a uniform application rate of emulsion varying from .05-1.00 gallons per square yard over a variable width up to twenty feet in a single pass. The uniformity of the distributors shall not vary by more than two -hundredths (0.02) gallon per square yard. The distributors shall be equipped with a variable power unit for the pump and full circulation spray bars, which are adjustable laterally and vertically. Distributors shall be self -powered and include computerized application controls, a tachometer, pressure gauges, accurate volume devices, calibrated tank, and a thermometer for measuring temperatures of the emulsion in the tank. Necessary precautionary measures shall be taken to prevent diesel fuel or other cleaning solvents from contaminating bituminous material. Aggregate Spreader The Aggregate Spreader shall be equipped with a computerized rate control for applying 3/8" and 1 /4 " chip seal material at a uniform rate of application on variable widths of surface up to 18 feet. The aggregate spreader shall be self-propelled and supported by at least four tires on two axles capable of providing a uniform application rate of aggregate from five to fifty pounds per square yard over a variable width up to twenty feet in a single pass. The uniformity of this machine shall not vary by more than one pound per square yard. The aggregate spreader shall be equipped with the means of applying the cover coat material to the surface with computerized application controls so that the required amount of material will be deposited uniformly over the full width of the bituminous material. Other types of aggregate spreaders may be used provided they accomplish equivalent results and have been approved. Slurry Spreading Equipment The surfacing mixture shall be spread uniformly by means of a mechanical type squeegee distributor, having a rubber -like material in contact with the surface to prevent unwanted egress of slurry. It shall prevent loss of slurry on varying grades and crown by adjustments to assure uniform spread. An appropriate mechanical device for lateral distribution of the slurry shall be operated within the spreader box. There shall be a steering device, a flexible strike -off, and a burlap type or other approved drag for the longitudinal joint. The spreader box shall be equipped with paddles or augers to agitate and spread the materials throughout the box. It shall be capable of producing a uniform surface its full width. A front seal shall be provided to ensure no loss of the mixture at the road contact point. The rear seal shall act as final strike off and shall be adjustable. The mixture shall be spread to fill cracks and minor surface irregularities and leave a uniform skid resistant application of material on the. surface. The spreader box and rear strike off shall be so designed and operated that a uniform consistency is achieved to produce a free flow of material to the rear strike off. The longitudinal joint where two spreads join shall be neat appearing, uniform, and lapped no more than six (6) inches but not less than 4". All excess material shall be removed from the job site prior to opening the road. The spreader box shall have suitable means provided to side -shift the box to compensate for variations in pavement geometry. The box shall be kept clean, and no build-up of asphalt and aggregate shall be permitted. Spreader box skids shall be maintained in such a manner to prevent transverse chatter (wash -boarding) in the finished mat. Any type drag used shall be approved by the Engineer and kept in a completely flexible condition at all times. Rollers A minimum of two (2) rubber -tired rollers for Chip Seal and one (1) rubber -tired roller for Slurry and Cape Seal shall be used on the project unless otherwise requested by the Engineer. The pneumatic tired rollers shall be self- propelled and the gross load adjustable to apply 200 to 350 pounds per inch of rolling width, as directed. Tire pressures or contact pressures may be specified for the pneumatic tire rollers. Tire pressures on each roller shall not vary more than plus or minus 2.0 psi. The wheels on the rollers shall be equipped with adjustable scrapers, which shall be used when necessary to clean the wheel surface. Depending on the installation rates, additional rollers may be required. At no time shall the rollers travel more than ten miles per hour. The rollers shall be maintained in good condition and be operated by experienced roller operators. Project Specifications - Page 19 of 35 REVISION OF SECTION 409 . ASPHALT CHIP SEAL, SLURRY SEAL & CAPE SEAL Sweepers A rotary broom or other approved sweeping or blowing equipment meeting applicable U.S. Environmental Protection Agency Standards may be used to windrow excess material to be picked up during the Chip Seal treatment. Vacuum designed sweepers having only negative air pressure at the road surface capable of removing excess aggregate and debris material shall be used on Chip, Slurry, and Cape Seal treatments. The body hoppers of the vacuum sweepers shall have a minimum capacity of ten cubic yards, and the negative air pressure at the intake shall be rated at forty six inches of negative water pressure. Sweepers shall meet applicable U.S. Environmental Protection Agency Standards. Auxiliary Equipment Hand squeegees, portable emulsion spray systems, shovels, and all other equipment necessary to perform the work shall be provided by the Contractor at no additional cost to the Owner. SURFACE PREPARATION Subsection 409.06 shall include the following: PREPERATION OF SURFACE - GENERAL The Owner will be performing concrete repair, patching, and crack sealing on the streets prior to the application of the surface treatments. Inlet protection for erosion control and construction material infiltration into the inlet shall be required at all inlets prior to start of Work. See Sections 208, Erosion Control and Inlet Protection, and Section 4000, Environmental Standard Operating Procedures. Prior to treatment installation, the Contractor shall be responsible for ensuring that the surface is cleaned of all loose material, oil, silt spots, vegetation, and other objectionable material. The roadway surface and gutter shall be included in cleaning efforts. Dust and other material in depressions or other places not removed by mechanical sweepers shall be swept with hand brooms. The Engineer may require washing of the pavement where other methods of cleaning do not provide an acceptable surface. Methods of cleaning shall be approved by the Engineer. Material removed from the surface shall not be mixed with the surface treatment materials. Bituminous material shall not be spread until the area has been cleaned to the satisfaction of the Engineer. All vegetation shall be removed from the surface to be sealed prior to surface treatment placement. Any dead or remaining vegetation shall be removed before sweeping. Vegetation may be removed by burning when, in the opinion of the Engineer, such burning causes no safety hazard or air pollution nuisance. The Contractor shall be responsible for the locating, protecting, and cleaning of all utility covers following the application of material. The protection method and procedure shall be submitted and approved by the Engineer. See Section 210, Reset Structures. SURFACE PREPARATION — CHIP SEAL Chip Seal surface preparation shall meet the aforementioned general requirements. SURFACE PREPARATION — SLURRY SEAL In addition to Slurry Seal surface preparation meeting the surface preparation general requirements, Slurry Seal being placed over a surface that has been cleaned of oil spots shall require an approved primer application or other approved process for mitigating potential de -lamination. Project Specifications - Page 20 of 35 REVISION OF SECTION 409 ASPHALT CHIP SEAL, SLURRY SEAL & CAPE SEAL . If the Slurry Seal is being placed over a brick or concrete surface, a highly absorbent asphalt surface, areas subjected to dusty conditions or over a surface where the aggregate has become exposed and is polished and slick, a one part emulsion, three part water tack coat of the same emulsion type and grade as specified for the slurry is recommended. This can be applied with an asphalt distributor. The normal application rate is 0.05 to 0.15 gallons of the diluted emulsion per square yard of surface (0.23 to 0.70 liters per square meter). The Engineer will have final authority to determine if tack coat is required and the rate at which it shall be applied. SURFACE PREPARATION —CAPE SEAL Cape Seal shall meet the general requirements for surface preparation above . APPLICATION — ASPHALT AND AGGREGATE Subsection 409.07 and 409.08 shall include the following: APPLICATION— GENERAL Ensuring proper spread rates and material proportions is the sole responsibility of the Contractor's. The Owner will continually be checking quantities using run sheets. The Contractor is encouraged to also check quantities with run sheets to avoid the penalties described herein. Yield estimates with supporting documentation from the metering devices and material delivery tickets will be provided by the Contractor daily. The seal coat shall be applied to alternating streets to provide sufficient public parking for those residents living on streets which have been closed. Traffic will not be allowed on the newly placed bituminous material until, in the opinion of the Engineer, the bituminous material has sufficiently set and bonded to prevent damage by • vehicular traffic. Areas which are subject to an increased rate of sharp turning vehicles may require additional time to allow for a more complete cure of the surface application to prevent damage. Street closures shall be opened as soon as the material has sufficiently set and bonded. Manholes and valves on streets to be slurry sealed shall be clean when the work is completed. They shall be covered in a suitable manner prior to sealing, and the covering shall be removed immediately after the street is sealed. The Contractor shall submit the method for protecting manholes and valves to the Engineer for approval at least two weeks prior to commencement of work. After sealing, the Contractor shall verify accessibility to manholes and valves to the satisfaction of the Engineer at the end of each day. Manholes and valves shall be marked by the Contractor prior to placing the slurry to insure each one is located and can be found after slurry sealing. The Contractor is solely responsible for finding and using suitable stockpile locations. The Owner shall be allowed access to the stockpile locations at all times. No portion of the right of way may be used for storage of materials or equipment. Materials shall be stored in an area to prevent water saturation and contamination of stockpiled aggregates. On -site emulsion tanks shall be empty and cleaned of all residual asphalt prior to delivery of the first load of approved emulsion. Written authorization to use private property to store equipment and materials shall be obtained from the property owner and submitted prior to mobilization and use. The Contractor shall also submit a letter of indemnification to the Owner and the property owner. Samples of materials shall be furnished as directed by the Engineer during progress of the work at no expense to Owner. The Engineer may use the recorders and measuring facilities ofthe unit(s) to determine application and yield rates. Yield estimates with supporting documentation from the metering devices and material delivery tickets will be provided by the Contractor to the Engineer on a daily basis. The Engineer shall schedule testing as required during the project and shall be notified 24 hrs in advance of all material deliveries. Tests may be run on the aggregate and emulsion. Test results will be compared to the Project Specifications - Page 21 of 35 REVISION OF SECTION 409 ASPHALT CHIP SEAL, SLURRY SEAL & CAPE SEAL specifications. The Engineer shall notify the Contractor immediately if any test fails to meet the specifications. Frequency of assurance testing will be at the direction of the Engineer. Noncompliance of materials shall be basis for rejection. It is the responsibility of the Contractor, at his own expense, to prove to the Engineer that the conditions have been corrected before work may continue. APPLICATION — CHIP SEAL AND DOUBLE CHIP SEAL Chip Seal surface treatments shall be installed as a Chip Seal (one layer) or a Double Chip Seal (two layer) installation. The surface aggregate size shall be 1/4" on residential streets and 3/8" on collector and arterial streets. The aggregate and CRS-2P application rates for a Chip Seal treatment shall be in accordance with the following: CHIP SEAL APPLICATION TABLE (one layer) Material 3/8" Chip 1/4" Chip CRS-2P-Chipseal 0.34-0.40 Gal/SY 0.28-034 Gal/SY CRS-2P-Fogseal 0.11-0.14 Gal/SY 0.08-0.12 Gal/SY Aggregate 22 Ibs/SY Minimum 18 Ibs/SY Minimum Double Chip Seal surface aggregate size shall be 1/4" over 3/8" on residential streets and 3/8" over 3/8" on collector and arterial streets and shall be in accordance with the following: • DOUBLE CHIP SEAL APPLICATION TABLE (two layers) Material 3/8" on 3/8" Chip 1/4" on 3/8" Chip CRS-2P-Chipseal 0.68-0.79 Gal/SY 0.62-0.75 Gal/SY CRS-2P-Fogseal 0.11-0.14 Gal/SY 0.08-0.12 Gal/SY Aggregate 55 Ibs/SY Minimum 50 Ibs/SY Minimum The specific emulsion and cover aggregate application rate shall also be determined using factors such as surface temperature, traffic volume, existing road condition, and time of year. The application rate may be modified at any time during the course of the construction upon approval by the Engineer. Emulsion Application Bituminous material shall be applied by means of a pressure distributor in a uniform, continuous spread over the section to be treated and within the temperature range of 160 -1850 F. The distributor shall be moving forward at the proper application speed at the time the spray bar is opened. Where multiple passes are required to complete the full width, the four inches adjacent to the second pass may be left with fifty percent coverage so that the next pass will complete the full application rate specified. The nozzle angle and bar height shall be set to provide one hundred percent (100) of double coverage in a single pass. A strip of roofing paper at least three (3) feet in width and with a length equal to that of the spray bar of the distributor plus one (1) foot shall be used at the beginning of each spread. If the cut-off is not positive, the use of paper shall be required at the end of each spread. The paper shall be disposed of in a lawful manner. Any skipped areas or deficiencies shall be corrected. Junctions of spreads shall be carefully made to assure a smooth riding surface. The length of spread of bituminous material shall not be in excess of that which trucks loaded with cover coat material can immediately cover. Project Specifications - Page 22 of 35 REVISION OF SECTION 409 ASPHALT CHIP SEAL, SLURRY SEAL & CAPE SEAL The spread of bituminous material shall not be more than four (4) inches wider than the width covered with aggregate from the spreading device and shall not spread onto the concrete, gutter, or crosspan. The Contractor shall use roofing paper or some other approved means of concrete crosspan protection to eliminate emulsion spray on concrete Under no circumstances shall operations proceed in such a manner that the bituminous material be allowed to chill, set up, dry, or otherwise impair retention of the aggregate. Application rates shall be sufficient to prevent streaked appearance in the surface. The distributor, when not spreading, shall be parked so that the spray bar or mechanism does not drip bituminous materials onto the surface of the street, gutters or private property. During all applications, the surface of adjacent structures shall be protected in such a manner as to prevent their being spattered or marred. Any areas inaccessible to the distributor shall be sprayed by hand. All sidewalks, gutters or other surfaces where spatter is excessive, in the opinion of the Engineer, shall be immediately cleaned. Aggregate Application Immediately following the application of bituminous material, aggregate cover material shall be spread in quantities as designated. Spreading shall be accomplished in such a manner that the tires of the trucks or aggregate spreader at no time contact the uncovered and newly applied bituminous material. If directed by the Engineer, the cover coat material shall be moistened with water to eliminate or reduce the dust coating of the aggregate; however, excess dust will be a cause for rejection of the aggregate. Immediately after the cover coat is spread, any deficient areas shall be covered by additional material. Rolling Rolling shall proceed in a longitudinal direction, beginning at the outer edges of application and working toward the center. Each pass shall overlap the previous pass by one-half of the width of the front wheel or roll. There shall be a minimum of three (3) passes with the pneumatic -tired rollers over the entire surface prior to moving ahead. One pass will be considered the number of trips to cover the entire surface from one side of the street to the other and for the length being worked. The first rolling of the aggregate shall be made before the asphalt emulsion breaks (roller shall complete the first rolling within approximately two and one-half (2 %) minutes of the emulsion spray application). In no event shall traffic be allowed on the treated surface until all rolling has been completed. The aggregate shall not be applied in such a thickness as to cause blanketing. At no time shall the rollers travel more than ten miles per hour. Sweeping After the application of the cover coat material the surface shall be lightly broomed or otherwise maintained as directed by the Engineer, for a period of three to four days. Maintenance of the surface shall include the distribution of cover coat material over the surface to absorb any free bituminous material and cover any area deficient in cover coat material. In those areas requiring additional cover coat material, the surface shall be rolled with a rubber -tired roller to embed the aggregate in the bituminous material. The maintenance shall be conducted so as not to displace imbedded material. At the proper time, as determined by the Engineer, all excess cover coat material shall be removed. Excess aggregate that is clean may be stockpiled and re -used in subsequent locations at the discretion of the Engineer. The Engineer may reject aggregate that has been previously applied upon visual observation of the stockpile. Clean up E • Emulsion sprayed on concrete crosspans will require removal by approved methods at the Contractors expense. • All material swept or blown onto sidewalks, all trash, all discarded chip seal material or other construction debris Project Specifications - Page 23 of 35 REVISION OF SECTION 409 ASPHALT CHIP SEAL, SLURRY SEAL & CAPE SEAL shall be collected on a daily basis, removed from the site, and disposed of to a site approved by the Engineer. Fog Seal Application Within three (3) days of application of the chip seal, or as directed by the Engineer, the Contractor shall re -sweep all excess aggregate from the roadway and adjacent areas and apply a fog seal of CRS-2P to the surfaces. APPLICATION — SLURRY SEAL Slurry Seal application rate shall be 18 Ibs/sy minimum — 21 Ibs/sy maximum. The slurry shall be a homogeneous mixture, sufficiently stable during the entire mixing - spreading period so that the emulsion does not break, there is no segregation of fines from the coarser aggregate, and the liquid portion of the mix does not float to the surface. Total time of mixing, from introduction of emulsion to spreading shall be two minutes or less. Slurry mixtures placed in test strips shall conform to design mix with minor variations to obtain crack filling, bond to pavement, and desired skid resistance texture. In the event the materials do not meet the requirements for fluidity, non -segregation, or surface texture, a new job mix shall be formulated and tested. Work shall not proceed before approval of a design mix and acceptance following the placing of a test strip. General The surface shall be fogged with water directly preceding the spreader if required by local conditions as directed by the Engineer. No free water shall be on the surface of the pavement following fog spray. Rate of application of the fog spray shall be adjusted during the day to suit pavement temperatures, surface texture, humidity, and dryness.of pavement surface. The slurry mixtures shall be of the desired consistency as it leaves the mixer, and no additional elements shall be added. A sufficient amount of slurry shall be carried in all parts of the spreader at all times so that complete coverage is obtained. No lumping, balling, or unmixed aggregates shall be permitted. No segregation of the emulsion and aggregate fines from the coarse aggregate will be permitted. if the coarse aggregate settles to the bottom of the mix, the slurry will be removed from the pavement. Breaking of the emulsion in the spreader box will not be allowed. No streaks as caused by oversized aggregate will be left in the finished pavement. Rippling of the finished pavement is undesirable and shall be minimized. The speed may be reduced by the Engineer, if rippling of the surface occurs. At any time that segregation, texture, rippling or application rate are in non compliance with the specifications due to mix equipment or workmanship, work will be stopped until the Owner's representative is insured that the non conformance has been corrected. After lay -down work is completed and before final acceptance by the Engineer, spot application of slurry seal material may be required to correct any deficiencies such as streaking, scuff marks, tire tracks, gaps, etc. to improve the ride quality and overall appearance. Slurry seal material required to correct deficiencies due to unsatisfactory workmanship will not be paid for but shall be at the Contractor's expense. Joints The longitudinal joint between adjacent lanes shall have no visible lap, pinholes, or uncovered areas. Build-up or unsightly appearance shall be not be permitted on longitudinal or transverse joints. The use of burlap drags or other type drags shall be at the direction of the Engineer. Thick spots caused by overlapping shall be smoothed immediately with the hand squeegees before the emulsion breaks. Longitudinal joints shall be overlapped no more than six (6) inches over previously placed slurry. Slurry seal will be measured and paid for by the square Project Specifications - Page 24 of 35 REVISION OF SECTION 409 ASPHALT CHIP SEAL, SLURRY SEAL & CAPE SEAL yard of street surface properly sealed and accepted by the Engineer. Building paper shall be used at transverse joints to minimize or eliminate overlap. When drags are used, they must be kept clean and free of build-up. Joints shall be straight and have a neat appearance. Hand Work Approved hand squeegees with burlap drags shall be used to spread slurry in areas not accessible to the slurry mixer. Care shall be exercised as to the specified application rate and workmanship, as to leave no unsightly appearance from hand work.. Mix Stability The mixture shall possess sufficient stability so that premature breaking of the material in the spreader box does not occur. The mixture shall be homogeneous during and following mixing and spreading, it shall be free of excess water or emulsion and free of segregation of the emulsion and aggregate fines from the coarser aggregate. Spraying of additional water into the spreader box will not be permitted. Lines Care shall be taken to ensure straight lines along curbs, shoulders and joints. No runoff on these areas will be permitted. Lines at intersections will be kept straight to provide a neat appearance. Curing Slurry treated areas shall be allowed to cure until such time as the Engineer permits their opening to traffic. The slurry seat mixture shall be proportioned to permit traffic on the newly sealed surface within I to 4 hours of 'placement. The Contractor shall protect the area with suitable barricades for the full curing period, per the approved traffic control plan. Rolling Slurry seal placed on parking lots, alleys, cul-de-sacs or low traffic volume areas, as determined by the Engineer, shall be rolled with a pneumatic tire roller with a minimum weight of four (4) tons. Rolling shall start when the slurry seal has set sufficiently to prevent any pick-up of material and rolled a minimum of three (3) coverages by the roller until a uniform surface is obtained. Payment for rolling will not be measured or paid for separately, but shall be included in the unit price for Slurry Seal Cleanup All material swept or blown onto sidewalks, all trash, all discarded slurry seal material, or other refuse shall be collected on a daily basis, removed from the site, and disposed of to a site approved by the Engineer. Slurry seal on concrete curb, gutters, and crosspans will require removal by approved methods at the Contractors expense. All applied slurry surfaces shall be swept with a vacuum style sweeper to remove any excess raveled material which becomes dislodged from the street surface after seven (7) working days. Dislodged material from the street shall be disposed of to a site approved by the Engineer. Payment for sweeping shall be paid for separately as described in Section 02000 "Revision of Section 105; Maintenance During Construction". Excessive raveling, as determined by the Engineer, shall be swept by the Contractor at no additional cost to the Owner. APPLICATION — CAPE SEAL Project Specifications - Page 25 of 35 REVISION OF SECTION 409 . ASPHALT CHIP SEAL, SLURRY SEAL & CAPE SEAL The installation of the slurry seal layer over the chip seal layer shall be applied within three (3) working days of the Chip Seal installation. Cape Seal requirements shall follow the application specifications outlined in the above sections under Chip Seal and Slurry Seal and conform to the following: Material 3/8" Chip 1/4" Chip CRS-2P-Chipseal 0.30-0.36 Gal/SY 0.26-0.32 Gal/SY Aggregate 22 Lbs/SY Minimum 20 Lbs/SY Minimum Material 3/8" Chip 1/4" Chip Slurry Seal 20 Lbs/SY Minimum 18 Lbs/SY Minimum METHOD OF MEASUREMENT Subsection 409.09 shall be revised as follows: Chip Seal and Double Chip Seal will be measured and paid for at the contract unit prices per square yard of street surface properly sealed and accepted by the Engineer minus any reduction for noncompliance with approved aggregate and emulsion application rates. Slurry Seal shall be measured and paid for at the contract prices per square yard of street surface properly sealed and accepted by the Engineer, minus any reduction for noncompliance with approved aggregate and emulsion application Srates. No separate payment for additional additives will be made unless approved prior to use by the Engineer. Cape Seal shall be measured and paid for at the contract prices per square yard of street surface properly sealed and accepted by the Engineer, minus any reduction for noncompliance with approved aggregate and emulsion application rates Application rates shall meet the requirements contained herein. If the yield is determined to be below the minimum application rates, the treatment will be subject to rejection or a price reduction as determined by the Engineer as follows: AMOUNT BELOW MINIMUM APPLICATION RATE PERCENTAGE REDUCTION IN FINAL PAYMENT 1 - 5% 10% or Rejection 5 - 10% 20% or Rejection IF-10%+ Determined by Engineer or Rejection BASIS OF PAYMENT Subsection 409.10 shall be revised as follows: The accepted quantities of chip seal will be paid for at the contract prices per square yard of street surface properly sealed and accepted by the Engineer, minus any reduction for noncompliance with approved aggregate and emulsion application rates. Project Specifications - Page 26 of 35 REVISION OF SECTION 409 ASPHALT CHIP SEAL, SLURRY SEAL & CAPE SEAL • Payment will be made under: Pay Item Unit 409.01 Chip Seal (Arterial) Square Yard 409.02 Chip Seal (Collector) Square Yard 409.03 Chip Seal (Residential) Square Yard 409.04 Double Chip Seal (Residential) Square yard 409.05 Type 11 Slurry Seal (Collector) Square Yard 409.06 Type II Slurry Seal (Residential) Square Yard 409.07 Type 11 Slurry Seal (Parking Lots) Square Yard 409.08 Cape Seal (Collector) Square Yard 409.09 Cape Seal (Residential) Square Yard 409.10 Cape Seal (Parking Lots) Square Yard The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, , required traffic control devices, TCS and flagging personnel, traffic control signage, incidentals, preparing street surfaces, installing a tack or fog coat when required, rolling, clean up, and for all the work involved, complete -in - place, including haul, disposal, and cleanup as shown on the plans, as specified in these specifications, and as directed by the Engineer. END OF SECTION • Project Specifications - Page 27 of 35 REVISION OF SECTION 630 • TRAFFIC CONTROL DEVICES Section 630 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 630.01 shall include the following: This work shall consist of fumishing, installing, moving, maintaining, and removing temporary construction traffic control devices, including but not limited to signs, advance warning arrow panels, barricades, channelizing devices, and delineators as required by the latest revisions of the City of Fort Collins "Work Area Traffic Control Handbook," the "Manual on Uniform Traffic Control Devices for Streets and Highways" (MUTCD), the Larimer County Urban Area Street Standards (LCUASS), and the Colorado Department of Transportation Road and Bridge Standard Specifications (CDOT). /n the event of a conflict between the MUTCD criteria and the City's criteria, the City's criteria shall govern. "The City of Fort Collins Master Street Plan" map depicting the street classifications (Arterial, Collector, and Residential) can be found at the following link: http://citydocs.fcpov.com/?dt=Master+Street+Plan+Map&dn=GI S+MAPS&vid= I92&cmd=showdt MATERIALS Subsection 630.02 shall include the following All traffic control devices shall must meet or exceed the required minimum standards. Traffic control devices shall be clean and in good operating condition when delivered and shall be maintained in that manner on a daily basis. • 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.). 0 Sign blanks with sign faces on both sides must have the back sign face covered when in use to avoid confusion to motorists and bicyclists traveling in the opposite direction and residents potentially affected by information the sign may present. CONSTRUCTION REQUIREMENTS Subsection 630.10 shall be revised as follows: The Contractor shall be responsible for ensuring safe passage through the work zone for vehicles, pedestrians and bicycles. The City of Fort Collins shall not be responsible for any loss or damage to equipment due to theft or vandalism or for any damages to public or private property caused by the Contractor's construction activities. Private or public property which is damaged by the Contractor's installation, equipment, or employees will be the sole responsibility of the Contractor. Two-way traffic shall be maintained at all times unless approved by the Engineer. Lane width shall be maintained at a minimum of ten (10') feet. The Contractor will provide 24 hour minimum notice to the City of Fort Collins Traffic Department when construction operations will be near a signalized intersection. Project Specifications - Page 28 of 35 • SECTION 00610 PERFORMANCE BOND Bond No. 929580410 KNOW ALL MEN BY THESE PRESENTS: that A-1 Chipseal Co. 2001 W 64`h Lane, Denver, CO 80221 (an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal' and (Firm) Western Surety Company (Address) 10375 Park Meadows Drive, Littleton, CO 80124 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 Four Hundred Ninety -Six Thousand Two Hundred Ninety - Four Dollars and Thirty Cents ($496,294.30) in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, successors and assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a certain Agreement with the OWNER, dated the 21at day of August, 2013, a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins Project, 7417 Asphalt Surface Treatment Project — Renewal for Additional Work Fall 2013. • 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. 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. 0 REVISION OF SECTION 630 TRAFFIC CONTROL DEVICES • Notification of residents and businesses shall be the responsibility of the Contractor, Contractor Representative, TCS or TCS Representative and shall consist of distributing letters indicating the nature of the work to be completed, any special instructions to the residents (i.e. limits on lawn watering during concrete placement, etc.), dates and times of the work, and parking and access restrictions that will apply. Sample letters shall be provided by the Engineer. Letters with the Traffic Control Plans shall be submitted for approval by Engineer and shall be distributed by the Contractor's representative a minimum of 48 hours prior to the commencement of each phase of the work. Devices temporarily not in use shall be removed from the area. Moving shall include devices removed from the project and later returned to use. Devices may be temporarily placed and/or stored in the City right-of-way in such a manner that minimizes the hazards to pedestrians, bicyclists, and vehicles, as approved by the Engineer. Traffic control devices shall be removed from the site immediately upon completion of the work for any street(s). TRAFFIC CONTROL PLANS Traffic control plans shall be submitted on City supplied forms and approved for all work locations/areas prior to commencement of any Work. Traffic control plans shall be prepared by a Traffic Control Supervisor certified by the American Traffic Safety Services Association (ATSSA) or a Worksite Traffic Control Supervisor certified by the Colorado Contractor's Association (CCA). Typical Traffic Control Plans shall be submitted for approval to the Engineer by 8:00 a.m. two working days (48 hours) prior to the commencement of work. All plans shall be delivered to the Engineer, 625 Ninth Street, Fort Collins. Facsimiles of plans shall not be allowed. Typical submittals for residential work scheduled on Monday and Tuesday shall be submitted the previous Friday by • 8:00 a.m. Full residential road closure plans shall be submitted no later than Friday morning by 8:00 am for projects starting the following week. Submittals for full closures on arterial and collector streets shall be submitted two weeks prior to the commencement of work. A Traffic Control Plan shall be submitted for each Arterial and each Collector street scheduled for work. Each residential area shall have one typical Traffic Control Plan submitted for the area. When changes to the Traffic Control Plan(s) are necessary, a re -submittal for the area shall be provided for approval. The Traffic Control Plan shall include, as a minimum, the following: (1) A detailed diagram which shows the location of all sign placements, including advance construction signs (if not previously approved) and speed limit signs; method, length and time duration for lane closures, and location of flag persons. (2) A tabulation of all traffic control devices shown on the detailed diagram including, but not limited to: construction signs; vertical panels; vertical panels with lights; Type I, Type 11, and Type III barricades; cones; drum channelizing devices; advance warning flashing or sequencing arrow panels. 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, parking restrictions to be in affect and detailed pedestrian and bicycle movement. 0 Project Specifications - Page 29 of 35 REVISION OF SECTION 630 • TRAFFIC CONTROL DEVICES Variable Message Boards shall be placed a minimum of 5 working days prior to the project. For full closures on Arterials and Collectors, Variable Message Boards shall remain in place until completion of the project. For lane closures on Arterials and Collectors, message boards shall remain in place for two days after starting work. The Engineer will issue direction for the number of boards, general locations for placement, and message verbiage. Fully automated variable message boards shall be installed and operate continuously for the duration specified. Flagger stations shall be located such that approaching motorists, bicyclists, and pedestrians, shall have sufficient distance to safely stop at a specified location. The Contractor shall maintain access at all times to businesses, schools, and residents and shall communicate their schedule 48 hours prior to beginning the Work. Approval of the proposed method of handling traffic does not relieve the Contractor ofliability specifically assigned to him under this contract. TRAFFIC CONTROL MANAGEMENT Subsection 630.11 shall be revised as follows: Traffic control devices and traffic control management shall be placed under the supervision of a Traffic Control Supervisor. The Contractor shall designate an individual, other than the superintendent, to be the Traffic Control Supervisor. Traffic Control Management shall be performed by a Traffic Control Supervisor (TCS). The TCS(s) shall possess a current American Traffic Safety Services Association (ATSSA) certification as a Worksite Traffic Control Supervisor or Colorado Contractor's Association (CCA) certification as a Traffic Control Supervisor. Proof of certification shall be submitted to the City Traffic Control Manager and Engineer, for all personnel assigned to the project. • The Traffic Control Supervisor shall have approved traffic control plans for the work site and current 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. is One TCS shall be designated as the Head TCS. The Head TCS shall have a minimum of one year experience as a certified TCS. Qualifications shall be submitted to the Engineer for approval a minimum of one week prior to commencement of the work. It is the intent of the specifications that the Head TCS be the same throughout the project, on site at all times during construction hours, and equipped with a cellular phone. The Head TCS shall be "on call" and available during non -working hours and a 24-hour telephone number shall be provided to the Engineer. The response time from the Engineer's contact outside of construction hours shall be 30 minutes or less and correction of the issue(s) shall be one (1) hour or less. If, in the opinion of the Engineer, any traffic control individual does not perform their duties at or to the minimum industry standard, the Contractor will be required to replace that individual. The TCS shall be equipped with a cellular phone. The TCS duties shall include, but not be limited to: Prepare, revise and submit Traffic Control Plans as required. 2. Supervise and direct project flaggers. Coordinate all traffic control related operations, including those of the Subcontractor and Supplier. Project Specifications - Page 30 of 35 REVISION OF SECTION 630 TRAFFIC CONTROL DEVICES • 4. Coordinate project activities with appropriate police and fire control agencies, Transfort (Fort Collins Bus Service), school districts and other affected agencies and parties prior to construction. 5. Notify residents and businesses at least 48 hours prior to construction. a Notifications may be accomplished by a representative of the Contractor, the Traffic Control Supervisor, or Flagger. 6. Inspect traffic control devices on a calendar day basis for the duration of the project to ensure devices are functioning properly. 7. Oversee all requirements covered by the plans and specifications which contribute to the convenience, safety, and orderly movement of traffic. 8. Flagging for emergency situations or relief of personnel for short periods of no more than 15 minutes over a 60 minute period. 9. Set up and removal of traffic control devices.. 10. Maintain a project traffic control diary which shall become part of the City's project records. This diary/log shall be submitted to the Engineer daily and shall include the following information as a minimum: a. Date b. Time of the inspections c. Project description and location d. Traffic Control Supervisor's name e. Type and quantity of traffic control devices.used per approved Method of Handling Traffic (MHT) f. List of flaggers used, including start time, stop time and number of flagging hour breaks g. Traffic control problems (traffic accidents; damaged, missing or dirty devices, etc.) and corrective action taken The Engineer reserves the right to request traffic control personnel be replaced when, in the opinion of the Engineer, the minimum industry standards for performing duties are not being met on site. Notification of residents and businesses shall be the responsibility of the TCS, TCS Representative, or Contractor and shall consist of distributing letters indicating the nature of the work to be completed, any special instructions to the residents (i.e. limits on lawn watering during construction), the dates and times of the work, and the parking and access restrictions that will apply, as well as thorough information placed on "NO PARKING" signs. Sample letters will be provided by the Engineer and shall be distributed prior to the commencement of each phase of the work. Letters shall be submitted with the Traffic Control Plans for approval. Approved letters shall be distributed a minimum of 48 hours prior to the commencement of work. All traffic control devices and traffic control management shall be placed under the supervision of a Traffic Control Supervisor. The Traffic Control Supervisor shall current copies of the City of Fort Collins Work Area Traffic Control Handbook, and Part VI of the MUTCD, pertaining to traffic control for street and highway construction, available at all times. is Project Specifications - Page 31 of 35 REVISION OF SECTION 630 . TRAFFIC CONTROL DEVICES METHOD OF MEASUREMENT Subsection 630.15 shall include the following; All costs associated with the Traffic Control Plan review shall not be measured or paid for separately, but shall be considered incidental to the work. Review fees will not be measured or paid for separately, but shall be considered incidental to the Work. The City shall deduct from compensation due the Contractor $10.00 per day for each traffic control device not removed from the site immediately upon completion of the work or as directed by the Engineer. Flagging personnel shall not be measured or paid for separately but shall be included in the unit price of the Work including break times. The quantity of flaggers shall be determined by the classification of the roadway (Arterial, Collector, and Residential) and the Contractors' flagging needs based on the work being performed. Flagger hand signs and devices, such as Stop/Slow paddles, will not be measured and paid for separately, but shall be included in the work. The flagger(s) shall be provided with electronic communication devices as required. These devices will not be measured and paid for separately, but shall be included in the work. The cost of batteries, electricity and/or fuel for all lighting or warning devices will not be paid for separately but will be considered subsidiary to the item. Sand bags and caution tape will not be measured and paid for separately, but shall be included in the work. • The Contractor may provide larger construction traffic signs than those typically used in accordance with the City of Fort Collins Work Area Traffic Control Handbook and the MUTCD if approved by the Engineer; however no payment will be made for the additional panel size. Business signs and detour placard street names are NOT considered Specialty Signs and will not be measured or paid for separately, but shall be included in the work. "Variable Message Boards" shall be measured and paid per each per day at the contract unit price for variable message boards as required for each area and street. "Additional Flagging" shall be measured and paid per hour only when requested by the Engineer in writing for special circumstances not already included under another item. Hours of non -flagging work in excess of those authorized shall not be measured and paid for separately but shall be at the Contractor's expense. The City shall not be responsible for any losses or damage due to theft or vandalism. The City will not be responsible for any damages caused by the Contractor's construction activities to the public. Private or public property which is damaged by the Contractor's equipment or employees will be the sole responsibility of the Contractor. Project Specifications - Page 32 of 35 REVISION OF SECTION 630 TRAFFIC CONTROL DEVICES • BASIS OF PAYMENT Subsection 630.16 shall be revised as follows: Pay Item Unit 630.01 Variable Message Board Per each per day 630.02 Additional Flagging Personnel Hour The above unit prices and payments shall include full compensation for furnishing all labor, materials, tools, and equipment and all related incidental items for "Variable Message Boards" and "Additional Flagging Personnel", complete -in -place including message modifications, as specified in these specifications, and as directed by the Engineer. Ail other traffic control items related to the Work including but not limited to furnishing equipment, equipment mobilization/ demobilization/ modification, TCS and flagging personnel hours, vehicles, phones, notification delivery, hand signs, communication devices, sandbags, and all related incidentals required for traffic control under this contract shall be considered a subsidiary obligation of the Contractor in connection with the various items of the Work. No measurement or payment shall be made separately for traffic control related items, as specified in these specifications, and as directed by the Engineer. END OF SECTION • 0 Project Specifications - Page 33 of 35 REVISION OF SECTION 630 TRAFFIC CONTROL DEVICES SPECIAL CONDITIONS FOR WORK ON COLLECTORS NOTE: CROSS STREET TRAFFIC SHALL BE MAINTAINED AT ALL TIMES UNLESS AUTHORIZED BY THE ENGINEER IN WRITING. NOTE: FULL CLOSURES ON COLLECTORS WILL BE ALLOWED UNDER EXTREME CIRCUMSTANCES AND ONLY UPON APPROVAL BY THE ENGINEER. PLANS SHALL BE APPROVED A MINIMUM OF TWO WEEKS PRIOR TO THE COMMENCEMENT OF WORK AND/OR THE TIME REQUIRED TO ADEQUATELY NOTIFY THE PUBLIC THROUGH THE MEDIA. NOTE: CONSTRUCTION OR REPAIR WORK WILL NOT BE PERMITTED AT OR IN THE VICINITY OF SIGNALIZED INTERSECTIONS OR ANY COLLECTOR STREETS THAT HAVE MAJOR TRAFFIC VOLUMES BETWEEN THE HOURS OF 7:00 A.M. TO 8:30 A.M. OR 3:30 P.M. TO 6:30 P.M. (EXCEPT IN THE CASE OF AN EMERGENCY). EXCEPTIONS MAY BE MADE FOR CONSTRUCTION OR REPAIR WORK ON ARTERIALS AND COLLECTORS BETWEEN THE HOURS OF 7:00 A.M. TO 6:00 P.M., MONDAY THROUGH FRIDAY EXCLUDING HOLIDAYS, WHEN ALL EQUIPMENT, LABOR,TRAFFIC CONTROL DEVICES AND CONSTRUCTION ARE NOT IN THE VICINITY OF AN INTERSECTION. THE ENGINEER WILL AUTHORIZE SUCH WORK AND SPECIFY THE REQUIRED DISTANCE FROM THE INTERSECTION. NOTE: TIME RESTRICTIONS ON S.H. 287 (COLLEGE AVENUE) WILL NORMALLY BE RESTRICTED FROM 9:00 AM TO 3:00 PM. • NOTE: CONSTRUCTION HOURS, EXCEPT FOR EMERGENCIES, SHALL BE LIMITED TO 7:00 A.M. TO 6:00 P.M., MONDAY THROUGH FRIDAY EXCLUDING HOLIDAYS, UNLESS OTHERWISE AUTHORIZED IN WRITING BY THE ENGINEER. • SPECIAL CONDITIONS FOR WORK ON RESIDENTIAL STREETS NOTE: FULL CLOSURES ON RESIDENTIAL STREETS SHALL BE ALLOWED AS SHOWN ON THE TRAFFIC CONTROL PLANS. END OF SECTION Project Specifications - Page 34 of 35 SECTION 02500 QUANTITIY ESTIMATE i This work shall consist of placement of Chip Seal, Slurry Seal, and Cape seal on existing and designated streets in the City of Fort Collins. Specific locations are described herein; however, additional quantities are included in the Bid Schedule for locations not yet identified at the time of bid. All quantities stipulated in the Bid Schedule at unit prices are approximate and are to be used only as a basis for estimating the probable cost of the Work and for the purpose of comparing the bids submitted to the Work. The basis of payment shall be the actual amount of materials furnished and Work done. Work not listed in this section will be added by Change Order at the contract unit prices. Contractor agrees that they will make no claim for damages, anticipated profits, or otherwise on account of any difference between the amount of Work actually performed and materials actually furnished and the estimated amount therefor. • • SECTION 03500 PROJECT MAPS AREA MAPS Vicinity Maps include the following areas: ALL AREAS MAP SLURRYSEAL Pitkin East Pitkin West Registry Ridge No Text City of F`rt Collins Streets STREET MAINTENANCE PROGRAM (SMP) Additional Slurry Seal Fall 2013 Pitkin West Area slurry added Map 2 of 4 i y e$ I I111"Uf-1 f�Il_ �JLJJI-=JL.__. 131 I„ t E aurel St E laurel St o j e Legend .N EIE V. + Planned slurry E%.mst EPlum Si E vd`aic, g. Schools City Limits, 1], S, EE E D. V DES 00 N E^Elirabellt SI E Elaabeth St UNvezry Ave LL IIII Off(} N N GarfitIC 51 y o- • _ Garfi�ltl St is rc .. IEE� Es 6t� IECweids (. t' WPNtie6t tN EPilkin St � f ER_tkln St Y a � _ ie EPtk`SI to t_ - 8uckeYe SL .. �BuckeYa`61 . B cxeygg \ a +a°y Etzxesi 3 0 � t E6t _ W Lake 3t; t t d �771 9 A -5. zy r ��1 � � ✓✓ u xt j *F yY a t . -. E Pros ect Rd _ Y i h a1 t t a F t a` �' rn !Fader 9t' s z7 of A t J1 { n+„ ti3 3.,.-j A y fq,¢`rtT of"_ Revi August16.2013' No Text City of F,rt CoLLins Sheets STREET MAINTENANCE PROGRAM (SMP) Additional Slurry Seal Fall 2013 Pitkin East Area slurry added Map 3 of 4 i Rwis Au W 16.2013 City of Fort Collins SGeets Registry Ridge slurry added i i STREET MAINTENANCE PROGRAM (SMP) Additional Slurry Seal Fall 2013 Map 4 of 4 Rovl August 16, 2013 • • 0 IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this 29th day of August 2013 IN PR SE E OR ephani Walli Corporate Secretary (Title) (Corporate Seal) 2001 W. 64th Lane Denver, CO 80221 (Address) IN P NC F: Other Partners IN PRESENCE OF: Surety Wes ern Surety Comp By: IQ \ Rar n A. Feggestad, A ey-In-Fact Witness 10375 Park Meadows Drive, Littleton, CO 80124 (Address) (Surety Seal) NOTE: Date of Bond must not be prior to date of Agreement. If CONTRACTOR is Partnership, all partners should execute Bond. ME MOODY INSURANCE AGENCY, INC. ® 8055 East TLfts Avenue, Suite 1000 DENVER, COLORADO 80237 unrroNei a-ip� PHONE: (303) 824-6600 No Text u u KNOW SECTION 00615 PAYMENT BOND MEN BY THESE PRESENTS: that Bond No. 929580410 A-1 Chipseal Co. 2001 W. 64t' Lane, Denver, CO 80221 (an Individulal), (a Partnership), (a Corporation), hereinafter referred to as the "Principal' and (Firm) Western Surety Company (Address) 10375 Park Meadows Drive, Littleto, CO 80124 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 Four Hundred Ninety -Six Thousand Two Hundred Ninety - Four Dollars and Thirty Cents ($496,294.30) of in lawful money of the United States, for the payment oflwhich sum well and truly to be made, we bind ourselves, successors and assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a certain Agreement with the OWNER, dated the 21st day of August, 2013, a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins project, 7417 Asphalt Surface Treatment Project — Renewal for Additional Work Fall 2013. NOW, THEREFORE, if the Principal shall make payment to all persons, firms, subcontractors, and corporations furnishing materials for or performing labor in the prosecution of the Work provided for in such Agreement and any authorized extension or modification thereof, including all amounts due for materials, lubricants, repairs on machinery, equipment and tools, consumed, rented or used in connection with the construction of such Work, and all insurance premiums on said Work, and for all labor, performed in such Work whether by subcontractor or otherwise, then this obligation shall be void; otherwise to remain in full force and effect. 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. PROVIDEQ FURTHER, that the Surety Company must be authorized to transact business in the State oflColorado and be acceptable to the OWNER. CONTRACT DOCUMENTS TABLE OF CONTENTS Section Pages BID INFORMATION 00300 Bid Form 00300-1 - 00300-3 00400 Supplements to Bid Forms 00400-1 CONTRACT DOCUMENTS 00500 Agreement Forms 00500-1 00510 Notice of Award 00510-0 00520 Agreement 00520-1 - 00520-6 00530 Notice to Proceed 00530-1 00600 Bonds and Certificates 00600-1 00610 Performance Bond 00610-1 - 00610-2 00615 Payment Bond 00615-1 - 00615-2 00630 Certificate of Insurance 00630-1 00635 Certificate of Substantial Completion 00635-1 00640 Certificate of Final Acceptance 00640-1 00650 Lien Waiver Release (Contractor) 00650-1 - 00650-2 00660 Consent of Surety 00660-1 00670 Application for Exemption Certificate 00670-1 - 00670-2 CONDITIONS OF THE CONTRACT 00700 General Conditions 00700-1 - 00700-34 Exhibit GC -A GC -Al - GC-A2 00800 Supplementary Conditions 00800-1 - 00800-2 00900 Addenda, Modifications, and Payment 00900-1 00950 Contract Change Order 00950-1 - 00950-2 00960 Application for Payment 00960-1 - 00960-4 SPECIFICATIONS 0 is • • A IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this 29th day of August 2013 IN P NCE OF: Princip -1 Chip Company Stephan a Wallis Janlel J. Iy a a Corporate Secretary Vice Pres dent (Title) (Title) 2001 W. 64th Lane ;Corporate Seal) Denver, CO 80221 (Address) IN P/fjSENE OF; / / / Other Partners IN PRESENCE OF: By' ✓—� • Witness (Surety Seal) 4 J NOTE: 0 0 0 Surety Wes rn Surety Comp mpk, • g - - t 10375 Park Meadows Drive, Littleton, CO 80124 (Address) of Bond must not be prior to date of Agreement. If CONTRACTOR is iership, all partners should execute Bond. MEMBER MOODY INSURANCE AGENCY, INC. FORM 8055 East Tufts Avenue, Suite 1000 rvnrpxnr ezzanrpx of j PHONE: (303) 824-6600 s�Ery norvn mooucns E • Western Surety Company POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY -IN -FACT • Know All Men By These Presents, That WESTERN SURETY COMPANY, a South Dakota corporation, is a duly organized and existing corporation having its principal office in the City of Sioux Falls, and State of South Dakota, and that it does by virtue of the signature and seal herein affixed hereby make, constitute and appoint Evan E Moody, Karen A Feggestad, Vera T Kalba, Bradley J Moody, Brandi J Tetley, Tina Marie Post, Individually of Denver, CO, its true and lawful Attomey(s)-in-Fact with full power and authority hereby conferred to sign, seal and execute for and on its behalf bonds, undertakings and other obligatory instruments of. similar nature - In Unlimited Amounts - and to bind it thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of the corporation and all the acts of said Attorney, pursuant to the authority hereby given, are hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and by authority of the By -Law printed on the reverse hereof, duly adopted, as indicated, by the shareholders of the corporation. In Witness Whereof, WESTERN SURETY COMPANY has caused these presents to be signed by its Vice President and its corporate seal to be hereto affixed on this 2nd day of July, 2013. • esua...... , r �..........,. o w°1i,00 a#4 Va EN 4 'vs 1 zj State of South Dakota 1 JT County of Minnehaha ss WESTERN SURETY COMPANY aul T. BruBat, Vice President On this 2nd day of July, 2013, before me personally came Paul T. Bmflat, to me known, who, being by me duly swom, did depose and say: ,that he resides in the City of Sioux Falls, State of South Dakota; that he is the Vice President of WESTERN SURETY COMPANY described in and which executed the above instrument that he knows the seal of said corporation; that the seal affixed to the said instrument is such corporate seal; that it was so affixed pursuant to authority given by the Board of Directors of said corporation and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said corporation. My commission expires June 23,2015 �rMMhtiriMhY+tiNMYM1tiY♦ J. MOHR f I SEAL NOTARY PUBLIC SEAL I�SOUTH DAKOTA� r CERTIFICATE O✓Y l/ J. Mohr, Notary Public I, L. Nelson, Assistant Secretary of WESTERN SURETY COMPANY do hereby certify that the Power of Attorney hereinabove set forth is still in force, and further certify that the By -Law of the corporation printed on the reverse hereof is still in force. In testimony whereof I have hereunto subscribed my name and affixed the seal of the said corporation this 29th day of AuguSt 2013 • �?r�IREYy40 �C y Form F4280-7-2012 WESTERN SURETY COMPANY &�G..Ql)')'i/ L. Nelson, Assistant Secretary 3 Authorizing By -Law ADOPTED BY THE SHAREHOLDERS OF WESTERN SURETY COMPANY • This Power of Attorney is made and executed pursuant to and by authority of the following By -Law duly adopted by the shareholders of the Company. Section 7. All bonds, policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the corporate name of the Company by the President, Secretary, and Assistant Secretary, Treasurer, or any Vice President, or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys in Fact or agents who shall have authority to issue bonds, policies, or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile. 0 4 A� "® CERTIFICATE OF LIABILITY INSURANCE 1 9/5/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. 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). PRODUCER Moody Insurance Agency, Inc. 8055 East Tufts Avenue Suite 1000 Denver CO 80237 CONTACT Erin Threlkeld, CRIS NAME: PHONE . (303) 824-6600 AICMal, . (303)370-0118 E-MAIL ADDRESS: lr ethrelkeld@mood ins.com INSURERS AFFORDING COVERAGE NAIC p INSURERA:Travelers Indemnity Company 5658 INSURED A-1 Chipseal Company DBA: Rocky Mountain Pavement, LLC 2001 West 64th In Denver CO 80221 INSURERB:Travelers Prop Cas Co of Amrca 25674 INSURERC:Pinnacol Assurance 41190 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:12-13 All Lines w/Forms REVISION NUMBER: THIS IS TO CERTIFY THAT 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. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. " INSR LTR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF MM/DD/YYYY) POLICY EXP 1MWDDfYYYYI LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE ❑X OCCUR X DTC00190P673PHX12 10/1/2012 0/1/2013 DAMAGE FU RENTED PREMISES Ea occurrence $ 300,000 MED EXP(Any one person) S 10,000 PERSONAL 8 ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 Additional Insured Endt GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 2,000,000 when required by contract POLICY X PRO LOC GD246 08/05 attached S AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident 1,000,000 X BODILY INJURY (Per person) $ B ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS X T8100190P673TIL12 0/1/2012 0/1/2013 BODILY INJURY (Per accident) $ " X NON -OWNED HIRED AUTOS X AUTOS PROPERTY DAMAGE Peraccident $ $ X UMBRELLA UAB X OCCUR EACH OCCURRENCE S 10,000,000 AGGREGATE $ 10, 000, 000 B EXCESS LIAB CLAIMS -MADE X 10, 00 DED RETENTION$. $ TSMCUP019OP673TIL12 10/1/2012 10/1/2013 C WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y I N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) N I A 4055760 10/1/2012 10/1/2013 X WC STATU- OTH- E.L. EACH ACCIDENT $ 500,000 E.L. DISEASE - EA EMPLOYEE $ 500,000 If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE -POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space is required) Re: Asphalt Surface Treatment Project --Renewal for Addition work Fall 2013 The City of Fort Collins is included as an Additional Insured with respect to General and Automobile Liability as required by written contract. City of Fort Collins 300 Laporte Ave Fort Collins, CO 80522 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Threlkeld, CRIS/CHR AGUKU ZO (ZUIUIUO) INS0251701m A nl U 1 WU-ZU1 U ACORD CORPORATION. All rights reserved. Th. Ar npn name nnri Inn^ nra ranietarcrl mnr4e of Ar:f1Rr1 0 9 0 E 0 Insured A-1 Chipseal Company Policy Number. DTC0019OP673PHX12 C�IMERCIAL GENERAL LJA]31UW THIS ENDORSEMENT GRANGES THF, POLICY. PLVASF_ REAL) IT CAREFULLY 13LANKET ADDITIONAL INSURED ................ ....... ......... .. . ...... .......... ... .......... - ..... ...... ....... ....... ............ ........ This endorsement modifies insurance provided undertho following: COMMERCIAL GENERAL Limuty covERAGE PART 1. VVHO f$ AN INSURED — (SertIon ll) Is amended c) The insurance provided to the additional in� to include any person or organization that you sured does not apply to "bodily 'Injury" or agree In a "written contract requiring Insurance Oproporty darneg(P caused by "your work" to Include as an additional insured on this Cover- and included in the "products -completed op - age ParL but: eraflons hazard' unless tile "wfitten contract a) Only with respect to liability -far "bodily injury,, requiring insurance" specifically requires you "property damage6r "personal injury"; and to provide such coverage for lbat additional fi) ff, and only to the Went that, the injury or insured, and ten the e provided to the Additional insured insura nsured appliesnconly to such damage is caused -by acts or omissions of "bodily Injury,"' or "property damage" that oc- You or your subcontractor in the performance - curs before the -end of the period of time for of 'your wbrk" to which the "written contract which the '*fflen ouritract requiring insur- requiring insurance" applies. The person or once" requires you to provide such coverage organization does not qualify as an additional or the end Of the Policy period, Whichever is insured with respect In the indeperident acts earlier or omissions of such person Or nriganinetion, 3. The Insurance provided to the additional Insured 2. The insurance provided to the additionaf Insured by this endorsement Is excess over any valid and by this endorsement is limited as f9ilova, rQlloolitge "other insurance", Whether primary, fini-the event.- that the Limits offrisurartGa of excess, contingent or on any Other basis, that Is this Coverage Part shingn in the Declarations available to the additional Insured for A. less we - exceed the Jimils of liability required by the cover under this endorsement Hmraver, -if the "Written contract requiring Insurance, the In- "written contract requiring insurance" specifically suranGe provided to the additional Insured requires that this insurance apply on a primary Shall be limited to the limits of fialiffily-re- basis or a printery and non-coribibutory haste, q"ired by that 0written contract requiring in- this Insurance is Winery to Oolhet insurance" suranGe. This endorsement shall not in- available to the additional insured which covers crease the limits of Insurance described in that person or organization as a named insured spittlon 18 — Limits Of Insurance. -for such I=, and we will not share With that D) The insurance provided to the additional In- "other insuranm�. But the Insurance provided to the additional insured by this endorsement still Is Sured does not apply to "bodily injury", 'prop. damage" or 'personal injury" arising out excess Over any valid and collectible "other in - of of the rendering of, or Witifo to render, any Surance, whether primary, excess� contingent Or On any other basis. that is available to the addi- professional architectural, engineering or Sur- veying services, including-- lonal insured When that person or organization is an additional Insured undar such "other ins The preparing, approving, or failing to anroo. prepare or approve, maps, Shop draw- Ings, opinions, -reports, surveys, field or- 4� As a condIflon 'of coverage provided to the dels or change orders, or the preparing, additional insured by this endorsement approving, or failing to prepare or ap- a) The additional Insured must give us written Prove, drawings and Specifications; and RWIGB as Soon as practicable of an "occur- s FL Supervisory,hYsTectlun. architectural or or an offense which may result in a claim. claim. To the extent possible, such notice engineering activities, Include., —r,,QrD2 46,013, -Page i' 0f2 Insured: A-1 Chipseal Company ! Policy Plumber. DTCOO1 GOP673 COMMERCIAL GENERAL UAb,..ITY _ ii. How, when and where the °occurrence° any provlderof°other insurance"whichwould or offense took plane; cover the additional Insured for a loss we _ FL The mamas and addresses of any injured cover under this endorsement However, this persons and witnesses and conditlon does not affect whether the ht3ur :. anoe provided to the additional insured by i W_ The nature and location of any injury or to_°.ocher_incur- .............._..........` i ....___..... _.._............_.......this.._endorsement_,is_.primary. _.. derfiege ari§irig ouEBffhe °acdufredce" or ance° available to the additional insured Offense. which coversthat person or organization as a b) it a claim Is made or "suit" is biaught against named Insured as doscdbed in paragraph 3. the additional insured, the additional. insured above. must: S. The following definition Is added to SECTION V. i. Immediately record the specifics of the -DEFINITIONS: claim or"suit° and the date received; and "WrHion contract requiring insurance' means ii. us as soon as pracflcabha. that part of any written contract ar agreement ,Notify The additional insured must see to it that we andet which you are required to include a person or organization as an additional in- receivewritten notice of the claim or "suit" as sured on this Coverage Part, provided that soon as practicable. the °bodily injury" and "property damage° oo- c) The additional insurod must Cmrpodiately cuts and the "personal Injury is caused by an send us copies of all legal paper@ received in offense committed: connection with the clafm or "suit°; copperate a. Atterthe signing and execution ofthe with us in the investigation or settlement of contract or agreementby you; i the claim or defense against the "suR°, and otherwise comply with all policy conditions- b. While that part of the contract or al insured must tenaim or the de- d} The additional agreement Is in effect; and fence and Indemnity of any claim or'sult*to and In c- Before the end of the oil - P ry period: . r - - - - • •� Page 2 iYf 2 ----- - t� 2tiUS'f•he SE Paid "[Yavelers�orit P antes,-Tnc_ CO p2 46 O8 05 • 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 1. WHO IS AN INSURED — (Section ll) is amended c) The insurance provided to the additional in- to include any person or organization that you sured does not apply to "bodily injury" or agree in a "written contract requiring insurance" "property damage" caused by "your work" to include as an additional insured on this Cover- and included in the "products -completed op - age Part, but'. erations hazard" unless the "written contract a) Only with respect to liability for "bodily injury", requiring insurance" specifically requires you "property damage" or"personal injury"; and to provide such coverage for that additional insured, and then the insurance provided to b) If, and only to the extent that, the injury or the additional insured applies only to such damage is caused by acts or omissions of "bodily injury" or "property damage" that oc- you or your subcontractor in the performance curs before the end of the period of time for of "your 'work" to which the "written contract which the "written contract requiring insur- requiring insurance" applies. The person or ance" requires you to provide such coverage organization does not qualify as an additional or the end of the policy period, whichever is insured with respect to the independent acts earlier. or omissions of such person or organization. 3. The insurance provided to the additional insured • 2. The insurance provided to the additional insured by this endorsement is excess over any valid and by this endorsement is limited as follows: collectible "other insurance", whether primary, a) In the event that the Limits of Insurance of excess, contingent or on any other basis, that is this Coverage Part shown in the Declarations available, to the additional insured for a loss we exceed the limits of liability required by the cover under this endorsement. However, if the "written contract requiring insurance", the in- "written contract requiring insurance" specifically surance .provided- to the additional insured re -quires that this insurance apply on a primary__ shall be limited to the limits of liability re- basis or a primary and non-contributory basis, quired by that "written contract requiring in- this insurance is primary to "other insurance" surance". This endorsement shall not in- available to the additional insured which covers crease the limits of insurance described in that person or organization as a named insured Section III — Limits Of Insurance. for such loss, and we will not share with that b) The insurance provided to the additional in- "other insurance". But the insurance provided to the additional insured by this endorsement still is sured does not apply to "bodily injury", "prop- excess over any valid and collectible "other in- erty damage" or "personal injury" arising out surance", whether primary, ry, excess, contingent or of the rendering of, or failure to render, any on any other basis, that is available to the addi- professional architectural, engineering or sur- tional insured when that person or organization is veying services, including: an additional insured under such "other insur- i. The preparing, approving, or failing to ance". prepare or approve, maps, shop draw- 4. As a condition of coverage provided to the ings, opinions, reports, surveys, field or- additional insured by this endorsement: ders or change orders, or the preparing, approving, or failing to prepare or ap- a) The additional insured must give us written prove, drawings and specifications; and notice as soon as practicable of an "occur- ii. Supervisory, inspection, architectural or rence" or an offense which may result in a engineering activities. claim. To the extent possible, such notice should include: CG D2 46 08 05 0 2005 The St. Paul Travelers Companies, Inc. Page 1 of 2 SECTION 00300 BID FORM • • COMMERCIAL GENERAL LIABILITY i. How, when and where the "occurrence" or offense took place; ii. The names and addresses of any injured persons and witnesses; and iii. The nature and location of any injury or damage arising out of the "occurrence" or offense. b) If a claim is made or "suit' is brought against the additional insured, the additional insured must: i. Immediately record the specifics of the claim or "suit' and the date received; and ii. Notify us as soon as practicable. The additional insured must see to it that we receive written notice of the claim or "suit' as soon as practicable. c) The additional insured must immediately send us copies of all legal papers received in connection with the claim or "suit', cooperate with us in the investigation or settlement of the claim or defense against the "suit", and otherwise comply with all policy conditions. d) The additional insured must tender the de- fense and indemnity of any claim or "suit" to a a N� O� h� O� "other any provider of insurance" which would cover the additional insured for a loss we cover under this endorsement. However, this condition does not affect whether the insur- ance provided to the additional insured by this endorsement is primary to 'other insur- ance" available to the additional insured which covers that person or organization as a named insured as described in paragraph 3. above. S. The following definition is added to SECTION V. — DEFINITIONS: "Written contract requiring insurance" means that part of any written contract or agreement under which you are required to include a person or organization as an additional in- sured on this Coverage Part, provided that the "bodily injury" and "property damage" oc- curs and the "personal injury" is caused by an offense committed: a. After the signing and execution of the contract or agreement by you; b. While that part of the contract or agreement is in effect; and c. Before the end of the policy period. E 009669 Page 2 of 2 © 2005 The St. Paul Travelers Companies, Inc. CG D2 46 08 05 • 10 COMMERCIAL AUTO THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BUSINESS AUTO EXTENSION ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM Wdh respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modi- fied by the endorsement. GENERAL DESCRIPTION OF COVERAGE — This endorsement broadens coverage. However, coverage for any injury, damage or medical expenses described in any of the provisions of this endorsement may be excluded or limited by another endorsement to the Coverage Part, and these coverage broadening provisions do not apply to the extent that coverage is excluded or limited by such an endorsement. The following listing is a general cover- age description only. Limitations and exclusions may apply to these coverages. Read all the provisions of this en- dorsement and the rest of your policy carefully to determine rights, duties, and what is and is not covered. A. BROAD FORM NAMED INSURED B. BLANKET ADDITIONAL INSURED C. EMPLOYEE HIRED AUTO D. EMPLOYEES AS INSURED E. SUPPLEMENTARY PAYMENTS —INCREASED LIMITS F. HIRED AUTO — LIMITED WORLDWIDE COVERAGE — INDEMNITY BASIS G. WAIVER OF DEDUCTIBLE — GLASS PROVISIONS A. BROAD FORM NAMED INSURED The following is added to Paragraph A.1., Who Is An Insured, of SECTION II — LIABILITY COV- ERAGE: Any organization you newly acquire or form dur- ing the policy period over which you maintain 50% or more ownership interest and that is not separately insured for Business Auto Coverage. Coverage under this provision is afforded only un- til the 180th day after you acquire or form the or- ganization or the end of the policy period, which- ever is earlier. B. BLANKET ADDITIONAL INSURED H. HIRED AUTO PHYSICAL DAMAGE — LOSS OF USE — INCREASED LIMIT 1. PHYSICAL DAMAGE — TRANSPORTATION EXPENSES — INCREASED LIMIT J. PERSONAL EFFECTS K. AIRBAGS L. NOTICE AND KNOWLEDGE OF ACCIDENT OR LOSS M. BLANKET WAIVER OF SUBROGATION N. UNINTENTIONAL ERRORS OR OMISSIONS executed by you before the "bodily injury" or "property damage" occurs and that is in effect during the policy period, to be named as an addi- tional insured is an "insured" for Liability Cover- age, but only for damages to which this insurance applies and only to the extent that person or or- ganization qualifies as an "insured" under the Who Is An Insured provision contained in Section II. C. EMPLOYEE HIRED AUTO 1. The following is added to Paragraph A.1., Who Is An Insured, of SECTION II — LI- ABILITY COVERAGE: The following is added to Paragraph c. in A.1., An "employee" of yours is an "insured" while Who Is An Insured, of SECTION II — LIABILITY operating an "auto" hired or rented under a COVERAGE: contract or agreement in that "employee's" Any person or organization who is required under name, with your permission, while performingduties related to the conduct of your busi- a written contract or agreement between you and Hess. that person or organization, that is signed and CA T3 53 06 09 © 2009 The Travelers Companies, Inc. Page 1 of 4 Includes the copyrighted material of Insurance Services Office, Inc. with its permission. 007135 COMMERCIAL AUTO • 2. The following replaces Paragraph b. in B.5., Other Insurance, of SECTION IV — BUSI- NESS AUTO CONDITIONS: b. For Hired Auto Physical Damage Cover- age, the following are deemed to be cov- ered "autos" you own: (1) Any covered "auto" you lease, hire, rent or borrow, and (2) Any covered "auto" hired or rented by your "employee" under a contract in that individual "employee's" name, with your permission, while perform- ing duties related to the conduct of your business. However, any "auto" that is leased, hired, rented or borrowed with a driver is not a covered "auto". D. EMPLOYEES AS INSURED The following is added to Paragraph A.1., Who Is An Insured, of SECTION II — LIABILITY COV- ERAGE: Any "employee" of yours is an "insured" while us- ing a covered "auto" you don't own, hire or borrow in your business or your personal affairs. E. SUPPLEMENTARY PAYMENTS — INCREASED LIMITS 1. The following replaces Paragraph A.2.a.(2), of SECTION 11— LIABILITY COVERAGE: (2) Up to $3,000 for cost of bail bonds (in- cluding bonds for related traffic law viola- tions) required because of an "accident" we cover. We do not have to furnish these bonds. 2. The following replaces Paragraph A.2.a.(4), of SECTION 11— LIABILITY COVERAGE: (4) All reasonable expenses incurred by the "insured" at our request, including actual loss of. earnings up to $500 a day be- cause of time off from work. F. HIRED AUTO — LIMITED WORLDWIDE COV- ERAGE — INDEMNITY BASIS The following replaces Subparagraph e. in Para- graph B.7., Policy Tenm, Coverage Territory, of SECTION IV — BUSINESS AUTO CONDITIONS: e. Anywhere in the world, except any country or jurisdiction while any trade sanction, em- bargo, or similar regulation imposed by the United States of America applies to and pro- hibits the transaction of business with or within such country or jurisdiction, for Liability Coverage for any covered "auto" that you lease, hire, rent or borrow without a driver for a period of 30 days or less and that is not an "auto" you lease, hire, rent or borrow from any of your "employees", partners (if you are a partnership), members (if you are a limited liability company) or members of their house- holds. (1) VTith respect to any claim made or "suit" brought outside the United States . of America, the territories and possessions of the United States of America, Puerto Rico and Canada: (a) You must arrange to defend the "insured" against, and investigate or settle any such claim or "suit" and keep us advised of all pro- ceedings and actions. (b) Neither you nor any other in- volved "insured" will make any settlement without our consent., (c) We may, at our discretion, par- ticipate in defending the "insured" against, or in the settlement of, any claim or "suit". (d) We will reimburse the "insured": (i) For sums that the "insured" legally must pay as damages because of "bodily injury" or "property damage" to which this insurance applies, that the "insured" pays with our consent, but only up to the limit described in Paragraph C., Limit Of Insurance, of SECTION 11 — LIABILITY COVERAGE; (ii) For the reasonable expenses incurred with our consent for your investigation of such claims and your defense of the "insured" against any such "suit", but only up to and included within the limit de- scribed in Paragraph C., Limit Of Insurance, of SECTION II — LIABILITY COVERAGE, Page 2 of 4 ® 2009 The Travelers Companies, Inc. CA T3 53 06 09 Includes the copyrighted material of Insurance Services Office, Inc. with its permission. • COMMERCIAL AUTO and not in addition to such I. PHYSICAL DAMAGE — TRANSPORTATION limit. Our duty to make such EXPENSES — INCREASED LIMIT payments ends when we have used up the applicable The following replaces the first sentence in Para - limit of insurance in payments graph AA.a., Transportation Expenses, of SEC - for damages, settlements or TION III — PHYSICAL DAMAGE COVERAGE: defense expenses. We will pay up to $50 per day to a maximum of (2) This insurance is excess over any valid $1,500 for temporary transportation expense in- and collectible other insurance available curred by you because of the total theft of a cov- "auto" to the "insured" whether primary, excess ered of the private passenger type. contingent or on any other basis. J. PERSONAL EFFECTS (3) This insurance is not a substitute for re- The following is added to Paragraph AA., Cover- quired or compulsory insurance in any age Extensions, of SECTION III — PHYSICAL country outside the United States, its ter- DAMAGE COVERAGE: ritories and possessions, Puerto Rico and Personal Effects Canada. We will pay up to $400 for "loss" to wearing ap- You agree to maintain all required or parel and other personal effects which are: compulsory insurance in any such coun- (1) Owned by an "insured"; and try up to the minimum limits required by local law. Your failure to comply with (2) In or on your covered "auto". compulsory insurance requirements will This coverage applies only in the event of a total not invalidate the coverage afforded by theft of your covered "auto". this policy, but we will only be liable to the No deductibles apply to this Personal Effects same extent we would have been liable coverage. had you complied with the compulsory in- K. AIRBAGS surance requirements. (4) It is understood that we are not an admit The following is added to Paragraph B.3., Exclu- ,_ — ted or authorized insurer outside the sions, of SECTION III — PHYSICAL DAMAGE COVERAGE: United States of America, its territories ._— and possessions, Puerto Rico and Can- Exclusion 3.a. does not apply to "lass" to one or '= ada. We assume no responsibility for the more airbags in a covered "auto" you own that in- fumishing of certificates of insurance, or flate due to a cause other than a cause of "loss" �= for compliance in any way with the laws set forth in Paragraphs A.1.b. and A.1.c., but a= of other countries relating to insurance. only: G. WAIVER OF DEDUCTIBLE —GLASS a. If that "auto" is a covered "auto" for Compre- �= hensive Coverage under this policy; " The following is added to Paragraph D., Deducti- ble, SECTION b. The airbags are not covered under any war- of III — PHYSICAL DAMAGE COVERAGE: ranty; and "— No deductible for a covered "auto" will apply to c. The airbags were not intentionally inflated. o= glass damage if the glass is repaired rather than We will pay up to a maximum of $1,000 for any "loss". replaced. one a H. HIRED AUTO PHYSICAL DAMAGE — LOSS OF L. NOTICE AND KNOWLEDGE OF ACCIDENT OR = USE — INCREASED LIMIT o� LOSS The following replaces the last sentence of Para- The following is added to Paragraph A.2.a., of graph AA.b., Loss Of Use Expenses, of SEC- SECTION IV —BUSINESS AUTO CONDITIONS: = TION III — PHYSICAL DAMAGE COVERAGE: Your duty to give us or our authorized representa- However, the most we will pay for any expenses tive prompt notice of the "accident' or "loss" ap- for loss of use is $65 per day, to a maximum of plies only when the "accident" or "loss" is known $750 for any one "accident". to: 00 (a) You (if you are an individual); CA T3 53 06 09 C 2009 The Travelers Companies, Inc. Page 3 of 4 Includes the copyrighted material of Insurance Services Office, Inc. with its permission. 007138 COMMERCIAL AUTO (b) A partner (if you are a partnership); (c) A member (f you are a limited liability com- pany); (d) An executive officer, director or insurance manager (if you are a corporation or other or- ganization); or (e) Any "employee" authorized by you to give no- tice of the "accident" or "loss". M. BLANKET WAIVER OF SUBROGATION The following replaces Paragraph A.S., Transfer Of Rights Of Recovery Against Others To Us, of SECTION IV — BUSINESS AUTO CONDI- TIONS: S. Transfer Of Rights Of Recovery Against Others To Us We waive any right of recovery we may have against any person or organization to the ex- tent required of you by a written contract signed and executed prior to any "accident" or "loss", provided that the "accident" or "loss" arises out of operations contemplated by such contract. The waiver applies only to the person or organization designated in such contract. N. UNINTENTIONAL ERRORS OR OMISSIONS The following is added to Paragraph B.2., Con- cealment, Misrepresentation, Or Fraud, of SECTION IV — BUSINESS AUTO CONDITIONS: The unintentional omission of, or unintentional error in, any information given by you shall not prejudice your rights under this insurance. How- ever this provision does not affect our right to col- lect additional premium or exercise our right of cancellation or non -renewal. Page 4 of 4 ® 2009 The Travelers Companies, Inc. CA T3 53 06 09 Includes the copyrighted material of Insurance Services Office, Inc. with its permission. • u 0 SECTION 00630 CERTIFICATE OF INSURANCE CONTRACTOR shall insert his own standard form for Certificate of Insurance. SECTION 00635 CERTIFICATE OF SUBSTANTIAL COMPLETION TO: CITY OF FORT COLLINS (OWNER) DATE OF SUBSTANTIAL COMPLETION: PROJECT TITLE: 7417 Asphalt Surface Treatment Project — Renewal for Additional Work Fall 2013 PROJECT OR SPECIFIED PART SHALL LOCATION: Fort Collins, Colorado INCLUDE: OWNER: City of Fort Collins CONTRACTOR: A-1 Chipseal Co. CONTRACT DATE: August 21, 2013 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. CONTRACTOR AUTHORIZED REPRESENTATIVE DA The OWNER accepts the project or specified area of the project as substantially complete and will assume full possession of the project or specified area of the project at 12:01 a.m., on The responsibility for heat, utilities, security, and insurance under the Contract Documents shall be as set forth under "Remarks" below. CITY OF FORT COLLINS, COLORADO By: OWNER DA REMARKS: AUTHORIZED REPRESENTATIVE • • 0 20 TO: A-1 Chipseal Co. Gentlemen: SECTION 00640 CERTIFICATE OF FINAL ACCEPTANCE You are hereby notified that on the day of 20_, the City of Fort Collins, Colorado, has accepted the Work completed by A-1 Chipseal Co. for the City of Fort Collins project, 7417 Asphalt Surface Treatment Project — Renewal for Additional Work Fall 2013. A check is attached hereto in the amount of $ as Final Payment for all Work done, subject to the terms of the Contract Documents which are dated August 21, 2013. In conformance with the Contract Documents for this project, your obligations and guarantees will continue for the specified time from the following date: 20_ Sincerely, OWNER: City of Fort Collins • By. Title: ATTEST: Title: is SECTION 00650 is LIEN WAIVER RELEASE (CONTRACTOR) TO: City of Fort Collins, Colorado (OWNER) FROM: A-1 Chipseal Co. (CONTRACTOR) PROJECT: 7417 Asphalt Surface Treatment Project — Renewal for Additional Work Fall 2013 The CONTRACTOR acknowledges having received payment, except retainage from the OWNER for all work, labor, skill and material furnished, delivered and performed by the CONTRACTOR for the OWNER or for anyone in the construction, design, improvement, alteration, addition or repair of the above described project. 2. In consideration of such payment and other good and valuable consideration, the receipt and adequacy of which are hereby acknowledged, the CONTRACTOR voluntarily waives all rights, claims and liens, including but not limited to, mechanic's liens, Miller Act claims (40 U.S.C.A. 270 a and b), stop notices, equitable liens and labor and material bond rights which the CONTRACTOR may now or may afterward have, claim or assert for all and any work, labor, skill or materials furnished,. delivered or performed for the construction, design, improvement, alteration, addition or repair of the above described project, against the OWNER or its officers, agents, employees or assigns, against any fund of or in the possession or control of the OWNER, against the project or against all land and the buildings on and appurtenances to the land improved by the project. 3. The CONTRACTOR affirms that all work, labor and materials, furnished, delivered or performed to or for the construction, design, improvement, alteration, addition or repair of the project were furnished, delivered or performed by the CONTRACTOR or its agents, employees, and servants, or by and through the CONTRACTOR by various Subcontractors or materialmen or their agents, employees and servants and further affirms the same have been paid in full and have released in full any and all existing or possible future mechanic's liens or rights or claims against the project or any funds in the OWNER'S possession or control concerning the project or against the OWNER or its officers, agents, employees or assigns arising out of the project. 4. The CONTRACTOR agrees to defend and hold harmless the OWNER, the lender, if any, and the Surety on the project against and from any claim hereinafter made by the CONTRACTOR'S Subcontractors, materialmen, employees, servants, agents or assigns against the project or against the OWNER or its officers, employees, agents or assigns arising out of the project for all loss, damage and costs, including reasonable attorneys fees, incurred as a result of such claims. 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. 0 • Signed this day of ATTEST: Secretary STATE OF COLORADO COUNTY OF LARIMER Subscribed and sworn to before me this by • Witness my hand and official.seal Notary Public My Commission Expires: 0 20_ CONTRACTOR: A-1 Chipseal Co. Bv: Title: )ss. day of 20_, -O �! W. N r LQ c:L o 0 'o 8, a.a (Y a.(Y O 0 -0 0 0 o 0 Llb. 'o. ;4 P4 0 tc In �9 .0 V O cu E co 0 0 0 SECTION 00660 • CONSENT OF SURETY TO: City of Fort Collins, Colorado (hereinafter referred to as the "OWNER") CONTRACTOR: A-1 Chipseal Co. PROJECT: 7417 Asphalt Surface Treatment Project CONTRACT DATE: August 21, 2013 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 20 . • (Surety Company) By: ATTACH: Power of Attorney and Certificate of Authority of Attorneys) -in -Fact. Ll E • 0 SECTION 00670 APPLICATION FOR EXEMPTION CERTIFICATE DR 0172 (12198) cORADO,DEPARTMENT OF -REVENUE DOLENVER_CO 80261 (303)232-2916 CONTRACTOR APPLICATION FOR EXEMPTION CERTIFICATE Pursuant to "Statute - Section 3946; 11.4(1)(a)(M 9 DO NOT WRITE IN THIS SPACP The exemption certificate for which you are applying must tie used only,for the purpose of purchasing construction. and building materials for the exempt project'described below. This,exemptioq:does not include or apply to the purchase or rental of equipment, supplies, ands materials whichare purchased, rented, or cons by t ecohttractor and wfiich do notbecome part of the structure: Highway_ road, umed street, or other public works owned and used by'the'exernpt organization Any unauthorized'use of the exemption certificate will result in revocation'of your -exemption certificate and other; penaltiesprovided by, law. A, separate' certificate is required for eaoh'contract: Subcontractors will not be issued Certificate's of Exemption by the Departmenfpf Revenue. It Is the'responsibiiity of the prime contractor' to issue certificates,to each ofahe,subconfraetors. �(See.reverse side). FAILURE TO ACCURATELY COMPLETE ALL Bo)eES.WILL cA USE THE APPLICATION TO BE DEWED. RegistratioNAccount No -(to be assigned by DOR) Period - 617.0-750 (999, $0 00 89.- ;CONTRACTOR,INFORMATIONS Trade name[DBA: - - owner, partner, or corporate name:' Mailing; address (City, State,, Zip):. -Contact Person - 'E-Mail address'. - - - - - ''.Federal Employer's Identification Number. Bid amount for. your contract:' -- -- - Fax Number,, Business telephone numbee., Colorado withholding tax account number Copres,of,cantract[or:agreemen£pages(ljaidentlfymgttheTcontractingTp_ rites i!a Y Y'^ '4 M CAP Jr A J r ? S H_+S +EXEMPTIONINFORMATI,ON` aridia2)contamtagstgriatures,of,contrac�trog,parttesjmustbe'athached,- 111 Name of exempt organization (as shown on contract): - Exempt orgamzation's number . .981 Addness'of exempt organization (City; $tale; Zip);' Principal contact at exempt organization: - tPrincipal contact's 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 - Estirnatetl - - .Month -- Day - Year" construction start date: ,._ _ _ - _ .completion date'.._ -- - - 1 a., I l declare under penalty ofperjury iri the second degree that.ft statements_inade in bits applicahon.3re. true and comnlete'to the best of my'knowledge. Zignatureof gwner, partner or corporate officer: - - - `Title of corporate officerf - -Dater - DO NOT WRITE BELOW.THIS'LINE i Special Notice Contractors who have completed this application in the past, please note the following changes in procedure: The Department will no longer issue individual Certificates of exemption to subcontractors. Only prime contractors will receive a Contractor's Exemption Certificate on exempt projects. Upon receipt of the Certificate, the prime contractor should make a copy for each subcontractor involved in the project and complete it by filling in the subcontractor's name and address and signing it. The original Certificate should always be retained by the prime contractor. Copies of all Certificates that the prime contractor issued to subcontractors should be kept at the prime contractor's place of business for a minimum of three years and be available for inspection in the event of an audit. Once an 89# has been assigned to you, please use the next five numbers following it for any applications submitted for future projects. This should be your permanent number. For instance, if you were assigned 89-12345-0001, every application submitted thereafter should contain 89-12345 on the application. The succeeding numbers will be issued by the Department of Revenue. DO NOT enter what you believe to be the next in sequence as this may delay processing of your application. • n �I • • CJ SECTION 00700 GENERAL CONDITIONS 'GENERAL'CONDITIONS .. OF TIC - CONSTRUCTION CONTRACT ese GLNCRAL.CONMTdONS hnve:been developed.by using the. ST ANDARD'CENCRAL t'ONDITIONS OF THE'CONSTkkTION :COI�TfRACI Prc�:ved by'tfie Eng�nccis':Joutt Coiuiact DucuitienSs: Commigce.FJ(,IX'hTaI91U-8(19Q-05dinon)'a alzrsa Changestc that doewnent'are shown by underlining text t6t, has,tx:en a-dded and striking through tt�\uhat.hasbeen deleted.. EICDC:Q NC.RAL. CONDITIONS. 19].0=8'(1990 EDITION) WITH CITY�Or It<OR`i COLLINS.N1bDIFICATIONS (k&V 9799) • • Ll Article or Paragraph Nitmhcr 8. Title; 1: DEFINITIONS 1:1, Adds �1.2� Agrc 1,•3t Appl I:4 As6c 15 Bid 1:6 Bidd L7 Bidd 1:8 Bone 1'9 Char I., I I) Cont L f I. Cont I':12. Cont 113' CON 1:14 d�fq '1:15 Ihat, 1:16 PIT& 1:17 h'ritG IA8 ENG 1,19 Field 1;20 Gcne 1c?1'' E3a�a 1.22:a Haws Reg I.?? b I:egu I23 Li& 1:34 Idle E15 Nottc 126r Nonc 1}?7 UNT 1:28 PerA 1:29 PCB. 1=3Q Pevo 131 fro}c 1.i31ii Radu :132:h_ Regu 133 Resa '1.34 Saml 1.35 Shop >Y36 Sjkcl L37 Suha L3X Subsi 139. Bupp I.40 Supp C41 Urtde 1A2 Unit 1,43 :Var>, 1 ;44 Wort C45 Wnu H 0 Ta t�z �:or eorrltivr9?01, G F , ;' , cormiU0149 Page Article or.PaFagraph ; Page Number. Numtx-r1& Fide Number; e „ ;l 2: PREL&I NARY MATTERS da '1 2.1' Dblivery of Bonds.. 3 n�ni l '12; Copics'ofDocumcnts ; 3ti ti For Payment. 1 23 Camme`ncemenrof Contras ...................., ....... .: .:.:1. Times Nonce'to'f'rac Proceed 3. ;,,,,,;I 2::4 Suirti ie the Wort •. 3 .......................................... eDocW»cnts �1, �.5=:.7 BeCoroSlarttngConstrucuon: gReywremenis CANTRAC,TOR'sResperosibilily J to Report; Prelim tnary. Scfi'c ttics; Chdcr 1 Dcli, accioiihcatcs:of ct'Dfxuntcnts.. _, l Insurance .__... ct P_rice I 2:S Preco istrucnan ConCerepce , _ : 4 c67 rites _, ..,I; 2'9• [nttially Acceptable S4hcdules: 4 ;.ACTOR :..::. :...a e ... I 3 CONTRACT DOCUMENTS: INTENT.' ys ... - _.,_':1' .A, K4ENDING RFUSF .:., :..._,4, vc Date of the=Agreement I 3 1 Intent a 3:3 Reference to Standards and Speci= FEERSCci uliarit ,;J GcetionsofTechntcal.Societies hder,;, 1 Rep utmg and Resolving Dts I Requirements �Tcpanctcs ous Waste 2 k4 InIii, of Ccrtatn"'rerrns r)r rid Rcgulahons,;laws,ar rid}epttvcs etions -. �' .3:i .:,, Amendtng„Contract Dot•tments .5 Ioliiia}'s` 2 3`4 Supplemennng,Contrett' :..:.... ...:...: ...,:.:::.:2, � Documents ::...... ...::... ........:3i met;:„ 2' 3.7.' Reuse,oEDocua of Award 2 - toPrrvgeed 4:. AVAIY4BIIITY�OEL4NI�S;' R............................................. SUBSURFACE, AND PHYSIC.ALCONUITIONS; Utdtiatton 2 ,REFERENCEPOlNTb :. , ...5 .. , 2, 4:1 Availabthty of Lii ds 5 6 .„ .. ,. . -:,:; :' •4. Suhsur_face and Physical" _ .2: Condtnons 6 nvcl4fatcnal ,. ; rt 4.21 Reportsited gs and Drawin.,, ;_.;,,,, „•„fi Wtirl mg 4.2i2 . I im Rehanae tt Projyct Rep�eszntaut e : ,:2' TOR'Authorizeil; Tecltrt�iiial s .... . ..:....... .. • : Data'- .. 6. ..: ratvtngs ,..:.:.:-. 2; :42r3 ..... .............. of Notice,Dttizritig Sut urf�c5; ^aucir s .::.:. .......... Phy;i6l Cciriditions .............. 6.. . — '. S` FNGINFER'sRc4izw 4: ,• malt( ont tenon:;, ;....: . y, q Possible Contract) mu,,nents ' nentar} Conditions - Ghsnge......... 6 412.6, Possible Prtce:imtl Tinfes - rotindTacthues 23 Adjusnnents :¢7 13' Physical Cond bons ,Underground. .................................... � •Facdines ::. .... 7. .. hangs Dvccttve_; 3` 4.3.1 Showri;or lnddated 7 t Amzndmenl �: � � 4.3 2, Not Shown or lndieated 7 4.4 RefcrCRCePornIS:j„: .. cXMC rain ALL CO YTIONs islops pwo IiDMON) w(CTTY i�FFVR7 GOt.t.tt�$AfObIFlCitT10NS (RF.V9!'i9r . Wrticic or Paiajraph, pas'!c Number &Title- 'Number 4.5- IIiizardous*,Wasle,qi, .......... ...... ......... . 1-5-') .' ..'Perlbimanice,-Pa5TU .' cah '.d Oth' n&, , ,. I I . .;r =53 ............. I ................. ., �Licihsed Sufe'ti5s- and I' __ -s - � - nutrq: _ 'Certl ca � 11t at sffinsidn.. c6' A' -5,4 ��9mfRACT I OR's.1iability Insurance ..... ................... j ................ 9 5.6 Pioperi)-I i:7, 136&r in; 11diial. P1 3.4 N.Ot1C`c of '5,9 CO ,for' I �5, 10 4Other Spg "ralver o kecei tnj ,5. f4 . v.qpfin! S. 15: plz , i ut, Insurance C, com,RAcmvs REs . 61 1-6.-2 :supervisioi 6.3=65 l lablor.. Mai 6,6 Pro gr= Si ,63 'Substitutes &8,6.1 V 6:12 6.13 �6. i6. 6A 7 6"'Is 6,10 . �20 �6. - 2 1 1 6. 1; 6.23 :6.--24 I Insurance,. ...1. .....;ns.... . uninc� ........ j ............. 19 )pli6tion of xecds.' ........... Bonds and Tnti�u- ion 1?ri p rty ............ qS18millp"S ............ 11 CS' u, * I j, te, n -,d L perin'cncq '1 .... 11 fs', and Equipment:, 1-12 line.......... ................ 42 Article oir�N,aia_g'ra6h Numi)er &,rioe' N6ffifiai �625 Submitirl Probeiduik,CON- .Submiit al._ ,6.26 Dr Shop awing S. Sample Su6mit- I - I tala , Revi I tiivby'ENGI14; K . 16-117. 6 -2 7 R7 r ariations, .r um rum , D6cdrfi 17 ,6.28 ReJajc rfori;edl Prior to I NGINEFR's Review and Submittals 629 ContWe,W&k 7 ,6.30 TOR!s 6iin ral. WirrianTy a4 Guarantee ....... . ,7.,I 7! ,63,11-16.33- ni ication ilrtd�rfi'6 .......... . . �,J:7-1 k634. -,S ivai oeq�i �ry .1 nns.%. JR 7. 6TIIER WORK. ......... ................ 1 is -7 Iz7.,3 PolutedWurkat 7.4 Coordinn'tion-.. ------- ..... ..... '(il�TTFRSRESP6NSTBTIT-T'IFS., ... 9_1 Gonmunications to CON' TRACTOR 8 .......... 18 18.3 FvijiiiN Data didPayM-bmjiily, Whe'n,w ... 8:'4 ................. Lands'and,Eiwment's. Reports 'S.5 Insurance....... . 19 4.0 Change Ord s ;,19, ;gr Inspectionsk Teitk,and Approvall;, ...... 9' 'Stop! Waiver or Rig}!is............... _13 -14 Paterit'lFcc.9'and its P&M. ----------- - ------------- .14 ------ '14x�'and JZ�gulstionsl_ .�..._,..� •.............. _ 14 Te'ses .................. .......... , 14-15 U'se'-6"J" l*,,r-- _., , :..: -Site Cleamlineg_ _ . ;. ... .. .. ;,. 7 15 "Safe: Structural Loading............... 15 '9.- :Record ,Safety in Protection . . ........ 16 Hazard Communication Gmergenciw .. ... .. ....... ... ... ................... -Silo, , ODrawings and Simple- -16 ...................... 9 TUIS DURING .i 9' iStte ...... 19, Representative , ................ -il _pre ztio�n7 sard Inter" 21 zed Vif1aiAs id.Wrk. 99- rj,,n OLDI 9 0 • 0 ,Ar[icic or Paragraph. Pagc• Niuffi rr & I-itle 'Number 9 § RcjeetmgDeJechve Woik 21 97-9;9 Shop DV.ar inys Change Orders and Payments 31 9'10 OClcrminallQlSForUmlffPrtccs -2122" 9.11-9_l2 DccisioM.on`1Jisputes; ENGI- �NI:ERasllruttallntyrptete;,,, Afl3' Lomtauons iin ENGMERs ,,,,,,�3 Authority' and Respon"si6li °22 23 CHANGFSIN T}IE WORK ; 23. 16:1 6,WNHR'i Ordcrcd C hangc ......Z3, ib.2' C,latm for rl ljustmen`( `. 23 7l):3 Worl Aot Required by Contract Documents, 10:4 Change Orders 16.5 Notifieatinn''of Surety _ 23'. CHFJJGE OP'CONTRA(Tf.;pkficF 23, l l r1-.1 13 C_ ontract Price Claim' for, Adjustment: Value o[' the Work ..: ?3=21 1 L• 4' - ('ost of the lVork ...-, . 4;25". 11i5 Esclusiong to C ut of.ific Wort 11.6 Ca 'rRAGI'ORs'Fee '25 I GT " Cost 11 iS; Cash ' llowances li9 Umt Pnce'4Vorl, .....26 �6 CfiANGE OF•CONTRACI M ES 26>. 12:1 Claim for.Adjustmcnt,;,; 26, 1 Tune of the Esstncq " 26 12 - DelaysBeypnilCONTRACTORs ' ,Control 215-27, ti,t, Delays Beyond'OWNrER's and` CONCRAC TOR's Control ;,;;,,,,,,,, ?7F TESTS AND INSPECTICNI S; ;CORRL•CTION;' -:RFMC)V4i'C]k�A['C`.F VTAT.IC'tt�6]F•' ' DCFcc?rl� ivgRK 27' t. 1:. Notice pf'Wects 27 13.2 Access`to'the Work, _-,- 13.3' Tests and' lnspcction; CONTRACTORS Cooperklon1. .27' 13A OWNER's,Responsibilities.; 'lndepenrleni Testinp;Uiborntpry,,,,:_; 27 115 CONTRACTOR's SRcsponsibilities 13a -13.7 Covering Work Prior to lnspec- tion Testiriy a. Appro"vat , ,. ' 7 Article or Paragraph . ,Page 1Vtunlxr8:'fitle' Nuiniizy 13'8=13 9 UncoveringWork wal ENGt- NE'ER's Request. 27 28, . l a';10 OWNER MM Stop the Mork:,: 28: 13t11 Correction iorREinovaFof DefeclrveWork•, '8_ 13 I?; Correcgon Pcriotl;, �S 13, 63; Acepiance ofLlefectne,Wipk; 6,1: OWNE.R N,1ay Cinrect Defeitir'e 14 tPAl MFN7 S I O Ec)NI RACTOR ANT . GOMT lE r b0 14.1 • Schedule oC Values 14}' =ApplicaUomCdr'Progress Paym ent �9 '143 CUNTRAC.IOR's Wmnty,of 29, 14.a-'13�7 �Revieiy of Appbcations for Progrds,p 29130. 14 8;14 n unaymcrits Substantial Comp'lett 30 14A9, Partial Utdization „3D-31* 14,11 Fina.fnspecttor_"....................... 31 14.121. Finals\pplicati�nfonPa}rites{ ,,,,,31 14 13='la nflA 3i4 I 1415i Waive"roC IS S ISPkW(5 J,OF WORT; AND :: 2 NRMRvAf1 OWNER lbSaySuspendWurk::.... 3f =15;q U\NNi R ay Terinmate ,,.;:.,,,,,., 32, CONTRACTORRMay"Sibp- - -WorkorTerinigate--..; 32:33' .: 16 DISPUTE RP.SOI,UTlON ::::.... .. ,';..... '33 19 MISCEL[ANI.OUS; ;,,_ ;3 E'HIBIT:GC A (Optional) Dispute Resolution'Agreement„ GGt�I, lb 1-1b.6 Arbitration GC;t\1 167 Mcdiatiort., UC-A1 c)Ltic,aaNhRat.'Coia]tnONsi910-8.(tspoLDMO ) 41 Q1Y,t7F FORT GOI:UNS MOPIFICATTONS XV.9/"i 7/ 'INDEN TQ,GENERAI..CONDITI_ON8. City of Hon Cal lins.niqdificaticins,r6th,c Gcnir�il Conditions of the,( onstrdptidn t ontract arc not "shown in this irides .Ariiele' or Parngia'ph Nlum,W, Acceptance of—. Bonds and Insurance ;defective Work .� ... qf� ....... ............ ;'JOA-1,13 5,13213 fiiial liayment. .......... .......... insurance, .. .............. .............. ........................ 5.. 14 3 �Suiis'tiiutes and''6r-rqusl' 3 j 630t 6. 3 OkVNFR .............. -4 Acccss to thc L.find:% OWNER-andCONTI-RACTOR 411 Work,....... CON'rRACYOR - 6.9. 1% 9:13.3 FNGrNFER .... ........................ ......... ... p ...... ...... ....... Addenda--defiiiiii6n of(alsb`see. defifiitiprt 616an .Additf6n�81`1?r pertylfisurartc',e -;7 ............ .. A di i m t rn e n t s-, - r� . 'Contract Fries or Contact 3[;5. 3.5. 4.1; 4'3:2,:4.5!-I_. .. 45 3`9A. 9.5..10240.4, progress Aircenicn,t- dcfifiition-6f ......... .......... All-Risk"'lnsur nice. policy form .................. ........... $.:6.3 Allbwdrici,�s. Cash:;:, ....... Ls Ax&ending'Contra&'Documents ... -.35 Amendment. Written=- -An Seperall.... ..... . ...... 1. 10, 1.45,13,5, $.1(k 5.12, 6.6.2 ....................... I I "I 13,12�2A 14.7.2 Aooca)'� MVNER�o.r CONTRACTOR intent I to, . . ....... . . 6_1 i; to.4, l6,2 .16:5 -..... p ........ . .......... ........ . ;14 ............. :Iaiins piirsiiifit theicid� . I .' . '415.2. 4.53 '& k� .. ...... * .......... auihori�ed6stop :fiiiition of ............ ............... ........................... Article.or,Paipgaph :N,LLMDer jios,sihic price-and'time . scliange, 4.53 Audit Variations I I in . Wo I rk . ..... 3 1 A .. 6 1 2 , 5 - 6 . . 27; _ 9.5 MailiibilityotIU*'n'ds..: .......... .. . .... . 'k%%�rd� Not 6'f. zd Iii1cf—definifloin C�f:;� ... ........ 15 ();J, 1-10, -23, 3.3, 4.2;6:4, 6:13, 11.43,,"11.911) Bidding Doc&iricnts—Mnitiun of, - ------------ 6 (6S bidjdifi-Rcrluiret", , der ne.rits�'. . initian of ..................... l;A2.6.2) accclititnec,of .......... ........... 5;14, ......... ....... 10�.,;4 L4.5;9' W , � I .I � Castof the7,Wcirl� ................... I ......................... 11..5:14 d6niIion,'6r.._., .............. . .1 .. . deliver} ................. ........ ........... 5,1 Bnal -- 1412-14_14 ..................... 3. 5!13'. .............. Performance , fbi,muncej Payment and Other,.._ .. 1-5. 2 Etorids and Insurance in general;. ....... ............... bu�laer's iisk-%'!aIl4 i5k" ef.6fm......' 5 6:2 CamccIlitibn Provisions; lnsuiancq,5AIT, I ".. 5.85.15 ........p-kl.icy .qashAllowancm. . .................1I:x .. 6 crtifictite of-,Sub.stqntiul Ctiffolclibn .... 1 .... 1.38;'6:30.2:3. ......... ........... .. ...... 14.8 '14. 10 ' Certificates of Inspecfi6n 6".' 9,13:4, 6,,44:12 C rifficktiof 5;6:515.8., 51143.13.4,14.12 Change in C : _ R. icc- :(.ash Allowflhc_CS� ........ claim for price a0justment; ..... ; ...... 4'1.-4.2 6 4 5. -5.15, 6.8.1- 9i ....... 9.5.9.11, 10.2; ............. 13.13) .1 3.1_�14 10-115 ]-,5 tONTRACTOR4 fdc.,, .................... I ....... ............. 11,6 ................... ! .................. :1 ' 1.4-11.7 ..............:...................:..:.:a1.,3:2, 104 .......... J0.3' alVork........... EJCWX, GUNIkAL cbNiiffi6Ns igio-ii (1490 LdI'TI'0'M MY, 6F. FORT COLUMS 'V 0 'Unit Pike Wor6:...... ... : . . .:::1,1:9: GUNI'IZ}1CT(JR's Fee „.,t lf6'' Aitiele or,Paiagrdph r Artule:orParagrapli , i\Tuiit)xi ATdrnbei Value of W irk ... } 1';3 CONTAACTORs liabdtt} 5 4 6 12 616 6 3l' Phan- to Contract fimGS -' "' Cost of[hc Wort t aim foriimesad)ustmenlDectsions on, Digputc; 911;9;12 6 8 ;9:9 9 5 ,9r11..10 105, ,121. , Dispute Resolutio.n -,-. _ ,... ;... .. .......... J6,1 13:9,131313:14„147'15"1:r155 DsputeRes oluuonAgreumeht;;,;, I „,,,;161'16;6` Contractuaf tme limits ,_ _ .:;;IZ;2' ENUiNE1 Ros tnttixl+tntzrpieln{, , :,, �.l l Delays beyond CON fRACTOR's LumpSuin Prtcmg,,,, ..-, :.. ... . 12;3 Not ce of; 17 3' NlhySr beyondOWNERsand OWNhR's ... 04,45,911 10?,112 11.9 CONTIL4CTUR'scontrol..,,.,,,;, 12i4 12 C,13'13,:;13.14,17:3 Notification of surety 10.5 OWNER's Imbdity :5 'Scope"ofchadge ..,...: ,... 10310.4' ... ' , OIVNCRmayrefusedomakepayment, 14.7 Change Orders-= ProfessioiiaP Fees and Court Costs Acccptancc bfDefective "'or 4 . , :13 13, InSludcd ------------- 17.5: ,nm�ndmg,trontrnct,Da:iimwits ...... ........... rcqu��[ for formal decision on,,.; ; ,,;..,, Q,l•l. . Cesh Alloiiances „11;8 Substitute Items ,,, , , , 641,2 Change of Contract Pricq` ,,, ,,, ,;; , ,, ,,,; ,„I I Time Extension ..... ,,, j2.1, _ ,. Change of Contract Times 12' ,. , Time;regturemenlsy _ I l 12a Changes in,the Worly . _ , 10 ........... Unit Price tVork ..; ,9 -;,, 1 i 93 CONTRACfORsfe 11.6 _ Valueof._: }13 Ci st of tlic Work , „ ,,;;; , 11 4 11:.7 Wai�cr d on Ftn�l F'?ymenk :..: ....... lA 14 14,15' Records-_ .....:: .... defmitron of. . .:.... . .. . ..... I I'.?' Work Cellhan e IJired v' g written ndhecregyir`ed 9 124 cmer�encirs, -„ „ ,:;,il •9" „E23 ,,,- GlanGcations and interpretations GNGIN7EER's responstbilitg 9 8 10 4 11.2, 1� 1 Clean Site ,_ _G IT, ex� ulion of>. IU 4 Ccxles of l echnical Society. Orgatigm ion Indemnifictton ¢ 12 616 6 311,633 or Association ..... }3 3 • lnaurancc rHonds and S I) 313,'1ti S• Commencement of Contract Times:;., > 3 O"NERcnay, terminiitc.;, 1S2215.4. ,, Commuriicatiensr- 011ni lER's Rcspunsiba y:_ „$ fi;-10 4, general :, 6 2' 6 9 2 8A 'Physical Conditions- - _ hazard Communic�iition Program; Sulxurfageand :...: :..::... :4'2• Completion-- Underground Facilities .. }33, "Final Application forPaytncnl;................. :; , 14.12 Record BocuiStrnts :6419 Final Inspccuan 14JY :'Scope of Cl ehee , _ '10 3, 1�).4 Tina' Payinenl end Aci.eptance - l4_ I344.14- _;__ Subshtutes; ,;, 6 7 3 6 8 2' - - Partial Utilization ,;; 14.10 lmt Price Work ,_,;,,. ,,,,11.9 Substant al Completion J 38; lA 3 14.9' p?luc of Worl mvcrcd by 11.3' WuvcCof Claims -, 1415 Changes m the Nary -„ , 10 Gomputntionof Times _; 17 2.1 17 2r2 Nottficationo[surcty.,.,.,. y10S do cic ing:SuhcontractoYs,Suppliers OWNERs and CONTILACTORs,,,,, ,;;,.; responsibilities _: _. ....... 10:4 - :Conferences-,- - - Right to an ad)ustment ,; IU Z" initially acceptable schedules .,,, „ Scopcofehangc........................................... IoJ1*10:4 preconstructiork:.......: 2.8 Claims .Contlict Error Ambiguity Discrepancy against COmrRAc rOR,: ;6r16 COM RAc fOR to Rcpnrt „„? >,•3 3.2 agatnsl ENGINEEr.R ,,.,_ Construthon,,beCoreslerpng agamst Ol�jvtER :: 6 32 CONTRACTUk ...., ' > Z 7 .Change of Contact Price- 94; 11;2' GonAruction Machmery;:CqurpiHent; etc Change'of Gattrect pmmes „@ 4, 12,1, Contlnwng tfSe Work ,. 629, 10 A' 'ONPRACTOR's - 4 71 9A: 9 5 9 11:'10;Z Cantrnct BCC iii rants { ILZ IL9, 1Z 1: 13:9148,, Amending. ...... :. :........ ............... ....d0' ................. .................. 15.L"I5i5117:3.:.. ..... 'L . 5A h (MMCa.n�cv Cwuiioxst910 a(1990wMC)ND _ lit, d 7Y.10F F 0 RT COLLM M6 DM CA 77 ONS, (RE V,: 9/ 9 9j 0 • • SECTION 00500 AGREEMENTFORMS 00510 Notice of Award 00520 Agreement 00530 Notice to Proceed mS Allowances „_, „ „ ,11' N Stop Work,requirements ........................ 4.5:2 CG)NI_I2AG'I'OK's- Article or Paragraph Number Article or Paragraph "Numbs. r•hange of Contract Pritti l'1 Man& of Contract limes._ , .,12 Compensation ,. r;hsnges io-thc Work „ „ 10 4 10.5 Con4nuuig ..................... ,;1.4.]S check and'verify ............... .,, ,,;, , , ?,5 Ziefecme:R'ork 9 6 13 1Q 13:14 GlaitScations3pd 'Duty' to wrrectdfefe�hi-zAV&k,:,;;,, Interpretations . .,_,:,: 3s? i G• 9.4, 9.I l 17uty.lo Re parof,:,:. 1.,10 Changes in the Work caused'by HNGINFGR as initial interpreter FNGtNhFR a C)4tT05K's represent uivc :1 Def�cts:in Work oCOthirs .,... ,_,.;7:3 gengral3 DiCCering coidniong „-,..,., 4?3. Insur,anct... ,.:.. _ S 3 _ Discrepancy in Ducdrnenls Intent 9 1 3 4 Undeigiound l sedates not ut Lcate l 4 3:?' ;, ,, minor tariattons in the JVor} Emergencies .. .._. d(23 • OWNERS responsibility to Cumish'datn; ,3.G b,3 _... Equipment and Machinery Rental Cast nWNFR's respoiisibilnyto make" of the Wnrk - pm ropt p'syment ....................... R 3 14.4; 14:13 Fee Cost Plea ..... l,i A G 11.5r1, 11 N6 precedence ,..,:- ................... 3 1.33.3, :.. '..General Wg ranlyimd Guarantee............... ......, 630; Reccrd tRLrurncids 619 hazard'Com_municalion`-Ps; rogram;. 632 1-1 Reference to Standards and Specifications Indenmification ¢ 1? G !G G:31 6.33 of Technic iliSocic[cs,,,, 33 lispection:of&Work- .. iX,W; Related Work; 72 d abort Mateiials arid,Equipmcnti,,;;- 6 3 ti:5' ,Reporting wnd Resoh ingd)iscrepanmes' , ,. �, 5, 33 Laws and;l;egulattons Com"liana fry P 6 14;1. ReuseOC, :.„..: _..::. 3;Z I ahilit Insivance 5.4' pl Supementirig, ...... - 3;6 NotiLcofIntent toAppcal .....-,,,,,9-t0, 10.4 Tertpuiation of ENGINEERS Employiiizn} &2 obltg itiuii,to perform find complete. Unit Prire R ur{ ] 1 9. the Wruk .... . variations :.........................3 G G 33 G. 7 Patent Fees and Royalties paid forby G,;12 Visits to Snc ,ENC=INFHR's Performance and Other Bondy ., „ , ,51 tract Prue ,ob Permits tained and pad for by ..................... 6:13 adjustment;uf,,; 3.5 4 1 VW 10.3 l l 2 ll 3 Prugrrsp'Schedulc Change of . ;: l 1 6 �9 10.4, 15.21 Division on Disputes ,:,,, ; , , ;;,,.; „ 9p11 Request for.formai decW6h6n disputes . ;,;:'9,:11. definition of'..,, _:1,11 Responstbiliues - itra2 ' t Imes-- Changes m the Worh, . , • -,,-,,;.-10:1 ecfustmenl of ................... 'Concerning Subcontractors:Suppliers. Change of - 1' i 1 %4 and Others ,,,,,, ... Commencement 0f _•• 3 Contintung theA ork ............ 629' 10A .• definihonof :: ........ d ....' 1;12 CONfRAOTOR'scrpcnsc........ G.71 . NTRACTOR=R' Co CONTRAGTs General Warr lnty icccPtancc of lnsuPance.... .............:... ...5 i 4. ind.Guarantcc..................... ..;..., .:63i1. Comm unrcaUons G � 6 Q:2 CONTRr1&&O rciiew prior to Shop . Continue Work: ...... .. ..:..: .. G 29 ,lU`,4, llrawing or 5umple submittal ::_,., �6�:25. cooiidmationandscheilulinb {.9,2 CotrlinauonoCWorh . 6g.?. deEnitionol;..,_, 113 Emergencies ... ..., „',c23' May Stop' Work a Term mete . provide site access to others z .Safety end Protection .....43 1,2. 6`l6 ....6 2?. Gg or "Orgtial" Items G:7i3 For Acts and Omissions ofFhhers G91 G9h 9I,'' for deductible amaints insurance general, trZ2,'7 3 j:19 IlaiardousComniunication''Program;. __,_26;22 lrtdcmnificahon,:,;, ..,'., 6 31�G:33 erne d:iahtant. C0w0rriotts ivto-s pgo mmom dv' ctrv'oF,Foar cot:t.ti.:s btonrt:ic,� rtcnvs �v 4i4?1; • • 0 l al>ar<Matcrials and Nquipment;, 6a3b5' CONTRACTORS —other ,__,„7 Uivsand ftolations;..... .... ..... ....614 -ContractualLt', i.l. ,Insurance .,,_,, ............. ,;-__ LtabiLry Instirence ;;, 5A. Contractual,Time L Pmits; Aiticle or Paregr4lph' Articlg or; Paragraph' Ntitnlicr' -Number tN ticenfvartaiion finm't;ontract Coordination-- Documents ,,.:... ....... b.3T CONERACEOR'sresponstbihtyp:; b.72' PaterlFees', : tuiu'Ro•alties, ,;-..- } ................ .6.13'. ,:,Coptesofl�ocumen[s; -. Correcti6nPiritxl ... .: 13_.12' Progress�Schedule _,: _ -,. , , §A' Correction.: Removal, or Acceptance. Record 1)6cuments, ofDzfec6im Worl=; related>Work perfarnied prionto in general 104 1 1 i to- 13:1,4 ENG1NbF1t'sapproval ofrequi ed' Accepteti e'ofDeJertlfe 1Vork „13.13 sitbmrttals 6 2S' Corre'ditm or Remoc al of safe strud"urilloadmg, 61S' Drfeclne1Vork o30 13J!1 Safetyand Protection' n ^U 7 2,13 Correoicm Period Safctp Representative; „ 6'21 OWNFk M4 Y, C&rcci De( crive Work:,..., 11 19 .g G 9 •^_ SchediiIin the Work: - -le OWNER;Ma};Stnp Shop Drawings andSpnp.. ... , ,_;.§ 14 'Cost - Shop Dri sings aiid•Samples RevieH of Tests;and Inspection's..g ,,,,,,, ,,,:,,,,.„ byITTGIAZZR6:26 Records17:7 Sitg an iress 67..17' .Cost oCthe \York=-• ;_,,, _ _ Submittal Rocedur' ,6.35 >. Bonds and insurance; additional . 11 4 x Substitute Cohs"' Lion Methodg 11 43 an'd.1-Vocedures,,; ,,;617L, CONTRACTOR'sF'ee 11.6 Substitutes and'Oizriqual" Item_ s', .........¢t7a Lrnployce E `pensas:... .... .:.:. .....`I L4:5:1-. Superuitcndenc5 ................................. 6;2. Eriausions tv ......: .. Supervision ,• 61 Generalll4115 Surviv9l of Obhgahims 6 34; Home office and overhead eYpcnsu; ) 17 Taxes ¢ 15 losses and damn es,. g 11 4 $ 6' .. ,: Tests and.lnspccnons 73.5 Materials'and equipment I1 4 T To Repprl: „ a.s Minor expenses ........ .. :... 1IA5 8. Use uCPrctoises 6'1G 6 13 6'30 � 4; Pavroll edits on changed 114.1. Review.Piio'r to Shop'Diawing of ._ perCirined by.Subcontractcxs ,,.,:: 11,43 Sample .Su mittal t;.::. :6ti'Records IU7 Right to adjustment for changes'in the Work ;;..,10i2 Rentals otcortstructioirequipmont right to claim; 4. 7 1 9 4 9 5, 9 11 10 111:2. and q achmcry _ _ . 11;4:5:3, IP9,A 2z I; 139 148 15 L I5 ' 17:3 Ruyalty ppymenls permits and Safety and Protection -;,;, 6 20`6 ai 7 �; 1 2, license fens __ Safety Represeiaativa .„b.21 ,...-° Ste o1Lceand temporary facilities_ - .� 1.4 �;?? Shop Drawings and-Satn,plcs;Sul initt�ls �l-G:2R, 2 Spcc(al Gonsultanfs, CnNTRACTOR s ;-;11:4.4 Special'Consalmnts 1'1,4:4 .. Supplemen(al' j 1.4,5 ... Substttiuc Constructitm.p7cthtxls and' Proccdures:6.7i Taxes related to the Work Substitutesand Or Eq'tral" Itenis.. Tests aitid.Inspcct(oii _ ,,,„ Expense.. ..... ,._.. ,_b�il;6.7.2 Trade Discounts .:;+ .. ...... 71.42, Subcontractors Suppliers and Other3 „ 68=6 11 Utilities. Cuel tmd sanitary fauhties „_.J 1 4 5 7 Su�crvisiun and.Su uintend�nce- .., G 1 6 2;.G.21 ' '- ` ' Workniteiregularhoiire ..;. ,:�.114.1' Taxes Pajmieni bY, ,.:.... .:,„- ¢:15: CUvering 1Vork „ _,,,;13 6-13.7 UseoCPre.miscs .. 6a6=6>1R .::.: -Cutriulative'R�mecbes_ 174-17.5 Wd twines trod 6ttaragt;es , :,.., :,. ,,_„6.5_t6 3Q ;Cutting. Gltinb and patching, ,,,,--, „$ 2 •:Warranty, of Title ; , , „ , 14:3, laata to be f irrii"shed by OWNER,,,,,,., K 3' Wntten Notice RequirM-- - - Day definition of ' _ 17 2:2: CONTRACTOR stop Work or terminate 15.5 Decisions on Disputcs . 91 i 9 12 Reports of Differing _Subs'urfacb drjectrve-definition of and Phy sical CyndiUons 4 2.3 f; ¢dive Work. Substantial Completion ...... „. 14.8 AccepPance of 1U;4 1 13i73 lli iacucc%niRv conviiioNstslo-s{tvvaianno - w(,aTy m F6Rf Cbu INsMoDrncAmo-is (RF.v.9/7 0 • 'Coirection'oi''Rcrltotal of ...... . .......... 111.4.1,13 11 �OWNER's Rcpresantati%6 .......,,,_ ;, :13;12, Payments to the (ONTRA3-6K in'general l3 la.J. 14.Lt Rcspunsibthty 9 9 13 ReeommendalxmofRty'menl Article or Parajjaph 'Nombei Article or.Paragraph NumR-r tikkattonby'RNUTNE-ER; 92 014NER May Stop Worf „13 10 Responsibiliiies Limitations on ; „ ,901 9.13 'Prompt'NoticeofDelzcts;,,., ;;BA, `Review of.Rcpoits'on'DifferingSuhsitrface Rejectin6 ::. 9 6 _ ,. and PF ysrcal Cimditions ? 4, '(Incoterurgthe'Wor)!- ..:, ,., 136 ..-. ShopDrawirigsand:Samples revtc.w ........ 6:36 Delays - .•. 41 629 12 3 1 4. Status Mitring Cmstruction- llehceq oCl3onds ,. ,_ .., , 2 1 authorized variations m !fie Work 9 5, .,. DehvepsdCectificutes ofinsurance 2.7 Clanfii. lions ana lnterpretatidng „ , 9A Determination`s-tor Unit Pik'c's ••, ,,,, „ ...:JA0 Decisions on Dispute} ,.,;�.119.12. Differing Subsurface or Physical Conditions'= Determinations on Una Prue 9,10' Noticcof 42:3 ,:. FNGiNEFR.a'Iriitiallnterrrcter 9.-11-9."- __,,,_, . FNGiNFI R's Rcvtur.....::. .. . :..: ;� � FNGINFFRs Regpohsihtlatcs;,;; 9 1,9,12 Possible (oriiract Daciirients Change;,, 1. 1.4 2 Limitations on ENGiNFER'9 Authority Possible Price and Timis Adjustment ,, 4 2:6, and ,_Responsibiliiiey ............. Discrepancies -Reporting . , p OWNLI2s Re resentative _,.. _�:I andtisoltir ,, _.., „_2:5.33?•6:1a2 - ProjectRepresentatite ,: UisputeResolution--. - RcjcctirigDifectiveWork ,.......,•. , .....9,G, Agreement' ,,;; , J61 i6.6 SiS61Y dwjngs,.Changc�Ora crs ar6itrauon .. 161 1ti:5 'snd;Paymen' ts.;_;__.., 97--99 gggeial16 Visits to Srte ;9.3' lvtetLatton 16.6 Unit Price determmation� ....... I .................. .:.... 9 10 ,,,,,,, Dispute kes fkicii APreemen(;....... 16 1 iG 6 Vtstts to Sitz .. 9. Utsputes; Decrctons by FN(rfNEFR 9 1 I $ 12 Written eMsenl reyutrc� 7 9.1 Davmcnts Egt ipment Labor Materials and ¢ 3 6.5 • Copies of ........................... "2 hguipment rental, Cost of *,Work ..... ......... ...1 14'5 3' Record G.19 Equivalent Materials and Lqutpmeni... :......... ....:.... Al? Reuse of ;-:..:,,. ,.: ... . , 3 7 error or om tsstons , Drawings definition of:I_,:': ,,, , , - : 1 h Et`idanci of Financial Wrrepgements ,,. ......8l1 l Easements -:,; ,;,,, .... 4 l ltxbdoraiions ofph}sical 2flectiveaileofAgracmcnt-=defmaionol'.............. JA6 lz,O�CONTRAGPOR's--CostsPttts .•., .,;,,_11:6, EmePgcnctcs 6,23 Field Order,-- ............... - ENGINEER; 'deCindioaof, 1.19 as initial iiterprotcr.on _disputes :....... 91114,12 issued by ENGINEER ;, 3 6 1. 9.1; definition :of'; 1 17 _ !Final . 1a,12 I imitations on authority and respotisibilttics„.„9 13. Final Inspcciidij 1411 s Replacem�nl_of, ,; 3.2 Final Pay�ttcnt-- ResidentProjcctReprescntati%a -..._ -43 andAcccptancc ,, 141314;14' ENGINEERS Codsultanl--,dcfmit:on of , ,, ... , „1 I S Prior to' 7oY cash ullovaacts 1 I-S ENGINEERS_ Gen-cral Provisions 17.3 11A, authonq dnd responsrbiGty, hmdatiuns or} 9:13 General Requirements''-- Authorized Yanaiions m the Wod.,, ...,,95 definition of „ ...... ,!.1 30 Change Orders, responsibility For °9 7; l0. 11 12- principal references tq , Cladr1cattons;and interpretations ... 3 6 3 yA Giving Notico„_ . , „ _ _.: 17.1 .. . Dee istons c ti Disputes.,::::.. ,... - ; , : . 9 l t q,A2 Guarantee of W&k by CONTRACTOR 6 3t)..14.12 rlefec6ve Work; notice of,,, , , ,,,13 1 4l.aziird� ontmunication Programs ......, •, ...; .¢ 22 , , ,:„ GvaluauoirofSubstittita-Ite'm� 6.:7:3 —. fiaz'ardous(Vaste-- Liebllay - ......................... 43� ;9 1? dc6nition:of ............... 1 l ._ Notict Work is'Acceptable 1443 general . 413 O1sr.rvaLons.:.:. - .. -:.:.. ,6 }0?,:9:2 'OWNhR's respnnstbtlty For : ...:.:.. ....:.:..: 810 o; G1CUC Gah'ERAI: COM)IiiONS 1910S'(199a EU1710M :WSITY OF. FORT MLLTAS moT)tFrcirc D1s (AF*v 9%99). 0 9 • Indemnification: .. ..........:...... ....... 6 IT 616, 631 633 Initially Acceptable Schtdutes Inspection— ",CerIificiites nf;,, , ,;, ,;;, ,,,,�g,13 ,13 5„ 14 12' ....: t 1ai 'Ar[idc or'I'aragraph. 'Num Spec151, requveil byINGIi-EER';,:,,: ,;.;9'.6 Tests'anil Approval ilnsttrsrice— Acceptance ,of'b} OWNER :- _..,:5.1a Additional;;rcymred by changes DzCorc starting the Work` •23: Bonds and -_in general...; . _,., 5 CancellationProtisions,; ...,............ .,; coon to coverage -)NTRACTOR'sr . ?9, !ayment ,. 1:�1.1z . Vptton t0 mpraee.... :.............. ...:. . . Receipt and .Appltcation] of -Insurance Prod" -,. $pcmal Insurance :1t7 ,..5AI chi of Contract:Documents_ erpretauoris,and Clarlficatiort; 3 63j9.4 c'stigatttutsofphycical mndrttonq . Q2 )or -Materials end Equipment _G 36 S' and Easements - ,y{ .....:. ..:.-.. .A•adabihty of 4 1 V* Reports and, Tests .. ..... , .., . _ us;and Regulations--IatSs iir Regulations-, .'.d.4 Bonds ....: 51.?'- . W G Langes in the orht1q.4 Contract Documents..: COWRACTORsRespanslbilltles _; 6.14 Correction Penod,dejecn.t Wort._..... .... Cost oC tFie Work taxes:_ : ,...33.12;, 114'SA. definmon of:_ _ .. 7-22' .gcneral6.l4 indemnificau_on. , .,,, _ F 631 0.33 . s _ .... Insurance ::............. ..:......... x3 I'rcccdcnac . .,. _ ,.... ......... 3 13 i:3C Re[erenoc w 3 3 ^ h Salety, nd protection _ fi'IO 13.2' Suheontractors Supphers'dEhhers - enz - .,;6.Sfi.11- . Article or,l'aragraph NumGir Tests and In'speciiwls Use oFPitmtszs ::. , .. , . ,.. :,,. G„i6: \4siis to'Sne CONI-RAC l r) s ...:, .. 5.4 OWNER'S 5 5; znsed Sureties anti Instuerg. 53. "ON7RACI'OR's4barranly,of'fitic , 14:3, Final_ Application forPaymc'nt.... 14r13i lefiniiicm ( L43 WaivarofClatms itations`;on CNGINECR's authority and. responsibilities Q.13 tied Reliane by CONTRACTOR ntenance'and (fie?eting Manuals - Final AppLcatinn Cor,Paymeti4,. „ tail?' ivals (of,others) ,- 'JTRACTOR:,..... .....:. _ 6;3,' in .Wort 14.2' ent--eywvalents: ,, ,,¢.•T, ,Multi prime contracts :............... 7 ......... Not Sho%m or. Indicated : 432 NOtICC of-- AccepiubildyofProject. ,.,,.., _._,.,_ 1-0.3 Aumrd, deCnntion pf - L25 Claun D'efocis:131 • Tests and Inspection —a 13.3' Variation;Shop Drawing anti SamptF Notice to Proceed-- definition o(_ 1=26 CJCUC MNLRAL CONDITIONS 1910-5.(19"WIT10N. w/,CT1Y.t7F PORT COLLtNSMODinCA170t3S tRF V:9199}� "Or Equal Items..:..: ........ .....: .......63' gher. woik7 Ct<ertimz Work -prohibition o[:; 63 '>cceptanccofdefierne:.Work 13A3 ¢pppmt+an 9N6IN6 g,,..'--• S:7` as fiduciary;,,.,,. - 5.I2=5__13 in}meni........ ......... . ..:).:7 ...................... ......... 13.10 ipt........ .,S3144, 141)3, requirements requirement; . _ ,5.6='S_lU Aac ptance;of,6c Wort ... .C+,30:3? Change Orders; a6hg•ltimi to cxctul4.... dU: Communtcetions $ l Cdordination atthc 11ork „. ...7 4 Disputes, request for�decision .................... In,prt,Uunr,.tests`and'approtal§ 37..13.3 Liability Insurance- -, - 55 Notice of Dcficts;„ , , 131 Waste orRadioactivc h4alerW..,,:.•.,-,,,,,;8ao atg e, Ohdcrs :: 86 mgcs;in the Work i 10A' in umcanons........:............_K r 1 .:..:.:...:.._. NTRt�GTOR's respansi611rtic; ;SQ lenceofCinanci¢leriangamrnl;:- sections; tests and approvaly,.;,:� a.7 irtince:.:....................... ...:.:....................... :8;5 1s and e5sements.r::..::....:...:::...:c.:.::.:..:,::; FJ mpt pa5mcni h5 .,-•- 'acertient oCENGIN�EER - S? ins: and tests. .....;............. :.;$ 4 i orsuspend Wort,-;,13.10, 15.1 ninate`CON TRAC"O-ks - . sziviccs: -- -------- ------- ------ ----- ...:. z rcpn nta , YC at site - ...... .s1 iesting, indcprndcnt,,,,_ 13.9 • us. or occupancy of the Wod 5'1`5 +6.30.2.4.414.11 U w i-tten consent or oppro al required ....... 9.1.6-31;I1.4 '_CJCOL CI:CIfiliAL CONUIliON5191a.8 f 19901it)iT101� ivl CI71;�OF.FORT COLl.ihS MOf)IFICATTOY� ijtF.V 9l99)r' • 0 0 Article orParagraph Artule oc;Paragr iph _ '.N i ' ber . Nrimtizr: wntten notice reryuved,-;;,. : 7 19.4,'-9.1"1,. 11 ,=119 11.7;;1 A dcfmtto.. ... 1 ^51 ,general................. ...... :.. ........................415 O}VNEK's responsibility for ,,,,,,,:, , ;';8�1t); ,tial Utilization— - - deGnutnn bC; tent Fees and.Ro alder 6 1" PaymtnLs to CONTILACTUR.-and Coriipleiion--. '.`Proj Application,forProgressPaymenIs.......... CUNCR4CT'nR's.W -a,nty,df'I'itla;_, _ 11:3 1'r9j Final Applieltion for Payment ,, ,, „ , 1412 j ran Final Inspection 19'11. 1ii o1 PinalPa}meglandAcceptance l41�-1414 :general .._ ... ..... Partial Utilisation -- ........ .-. ,_Ia:10 Retamagv ... .; 14.2; Review of Apphcadons'fd� Prot Prngress_,F�Styments..._:: _promptpayinent ...... ..<,:.,,,. P;3 ,RZ , Schedule of Values ;SubstantialGompledoq 148 j49 Waiver of Claims „ ............... when payments du. 14A;,14:13 RcCA withholding.p3ymcnt : 14 7 ' Recr Performance Donils ,..... ....::.. .....:`5 1- 5:2 Rei:i Permits - - ..;...4131, ,Refe dcE nrtion of ::. .............. ..........)` general ......... ,rt 45 Regi .Reje OWNLR's responsib ldy'for b 10 Rela Physical'Condttions Diawmbs of•,in � relatirs€ tq ..::. � ,,,,,,.��2. 1.3 . iENGINEER'srencty ,- 4.2 4 "istmg general 4 2 12 ............ ..: ..... Rem Notice of Differing Subslsfacc or .,. ,� 3 'Tait, ,:ins ;... fuiidonoC 1;31 presentalrve--: :_ NEERsStawsDur'irigConstructiolL,., 9.3 presentatrva,.R�lstdent-deftnttion nC.„ Ir33" ynenchyO1JF1? 8;3' nsurance :. - Tonal .:.....: .. ....... .... ..... .....? 7' a15.6-5 10 11 Utilization __; 5 15 14.10 2 tt and application of prnceeds 12-5AI 19>11 •eMrterial.-- . ion of a14.5 ER's respohiihi I ity'l, for &10 ..... ndnKnn•nf Pd, rnl r >•.:, 1d d 11'd i.' 1 d 1'l- ncal Laws and (or) 614 „71;73" Rcports and biai ings:.:, ....:. .. ....:4 2 1 Discrepancies .................................. 5.-3 3.2. 6.14.2 Subsurface anii —$.2 Reports Suluurfaca Condition. 4 2 1.1 _ and Drawings 4 7 Technical Date Limued Relianceby• and Tests, OVVNER'g responsibility t ONTRAi.TOR Autlion�ed ; a 23 Resident end,ProjecrRei resen;atiye— UridergioimdCacrhti'sa- ddlieitiono. ,;;„ 1,33 cneral:.: ., _ ... _ _ Not Shown or Indic fed ......9;3, q.3.2 Protection of " ...:.... 4_3, fi 30 provision for, q.3. ' L1C.UC Ofih'tvRA1. CO NDI'[IONS 1910 !9 (199a CDI'RON), wl,dly OtFokt COLLiA,s MODIt1CAT10NS (RF.V.9"P Art icl'c or Pair'a-gia'h lNunber 'Resident' 'S - uperintermdent. QOMTRACTOWs.!:----; .... _-6,2 Responsibilities-- ' :6 'Hws-in gene ra 6 ......... ........ : ............ i6itions.on ............ .................. 1 .......... _t913 ................ I .......... ...... 51cs Pr16:tiu bCibrnifital opheattons Tor PayRnertts.......... J 4.4-,1.417 �Ostmenk' ............. -- -- ----- ---I.... tent A Loadinci ......... 4-12; 6.16. 6AS- �e."iO-6:21;"7.2, .... ....:general :. definition T.34 6.,24-6.28' Review sjCONTRACTOR ..................... 6.25 kcview* ENG' .............. ......... 6 2G,627 elated Work . ........................ . I., ....................... 6,28 .submittal of ........ .............. ....... 6 242 ., a" it uil! Proceduics.: ... ; ........... ...... 'Schedule I - - 0. progress.,:1,1, i. 6;2 A 4, l5-2. Scheduleof Sho'6'66'wing and Sample ;Submiitalj,' ......... ............... Sch6didle of values'_; ce io ...... ............... ... .... )5�1 , I ............... ....................... 66. bf Ca - traci Ti ' .9 n mc.ft.. 104 - Acceptable..; -: ........ Pry.... ............. I .............. Changes :16 11-16.,3'l C1.4 ................ .................. ..... ......::.......I........:.. cations 1 tor— " .....-35 ... ------ if ....... ................... ... T-2 ............... :iclahcd Work ,, review proiceduresN6 24-428 .'..., .............. Articic,6r NFagrapii 'NUrribbr submittal reqdirid ...... ........ ......... ; .......... S �u, ,bm 'I, I — -". - trial Procedures -..6.25` useto,approve stl � '6.73........ "d Ajivrioirtridiat, ............... Siie.................. :.; ...... e can iness ........... ...... :§ 17 ........... „9.2, 132 policy -(CUM, insur o: definition of Spe6iri tio 'ca ns— 'defination,of ......... ........................ .......... of Technic:ii Soc-icti6s, 'Refc-iin-ce io,:,. t-33:1 prmcdcri6e .Standards and, Specificat ions .of Technical .So'ciiiueq: .....................................'33 - Sisriingtonsuuction,-Bctbrc ' Starting the Woik- 1:4 or 11.5. 5 ,.4.1: 7.2 ........... ..... ... i6:18 '606cern ing ............. ............ I ......... A ........... Vdiriftion'oc: 137 ..................................................... aclaYs 7.. ............-.....- I - . ... I . " :...... ........ ....... ... In: :1 ........ wetveroCrighti,.............. ............ Subccntravturs4=in gcneraL,.',-- .Subcontrbets.-re4dired pmvision$ .. 11 14.43 Applications- for piiymc'nt ................. ...... 14.2 Winic'narce'and OperationMaii6als - -1412 .............. ...... . ................. :� ...... 6.24: 6.28 2.0,j4:l ifShop LDfd"jin'gs and Siimples 2.6; •182.9 in or �-:" ... — I ...... ........... §.30Z3, 14.9--14-9 — -- ng' of:-_ ................ .................................. j1z, struction Mcth6ds—cir "Or 6tjual".items............ ....... �TORI§ E X's E 4 valm ion-� ........... ................... ..6.7.3 ................................. .7 1:1 L'JCM'GLN11tAL COINDMONS 1910 -S (1 "0 r0l nOM E 0 9 • • 0 1'em porary;urostruc{ipn.facthucs.. ;41' Article or•Puragrapk Articln or Parxgruph - Num6ir •.. Ntimliee Terminatio'n- , 0:7,1 2' hyCONfhACIOR,.._. diuons. by OWh?FsR .,. S K t S 1 15�1; ag to �!1;? ofENGTNEER's cmplory ent -„ „-,,,}t .................... .,,,:; a 2A, .; . Suspension 0 Woil.'-in beneral; .: ........ ...::15. Temtsxnd'Adytcdves:.,:: 3.4• .4T1L<GfoR. Tests and Inspauons 5 a:2.2 ::....... .................. .... ...... .. Subsurface or uuwau wu, auu - :SubsurfaceCondmon`s at Sue y��:. 4.2.LL Technical;Data .......................4 o -,- Super6ision-- CONTRACTOR'sresponsibility ..__ ¢,1 QWN612shallno[suptrvis� „1.9 ENGTNEER %hall nM"supervisc ,,,,;,,,, ,92 9 13 Superintendent CONTRACTORS resident 62 Suppltmental wsls 14.5 42 43'5.1i 5. 54 5:6-5:9, S. I1, 6i8 6,13. 7:,4 S I1 93,r.9.10 pplemcglh ContractDocuinent�-_ ppler- - definition Waver o. Rights „.6- . ;11 consent lo'final payment?;.. _ 14 12,.14a4, ENGTNEERfias no dutyt+y - 9 P3 qualificationof rvivalofObligations „ G94 Sri-riii Wiak�OLVN-,Iz .. ._ 'I viri.'I 9'd ies-.Pa}'menibyWTI '['RACTUR........................ .finical Dsta— Liioited Reliance by CONTRACTOR•_: 4.2.2 Possible Price and Times Adjustment$_ 4.2.6 Reports of DrtTeri4 Subsurface and' Ph}sical�Conditions..... .:......;A covering Wort, prior Iq ,_„„ .13 6-ti:7 Laws an' d Regulations (or) ,,,-,;;, Nonce, of Defects,..;.. :131 otvtJE R nday Stap-Nlorl 13;1(1; 01�TIER's and pendent testing _.. special, requ red bgENG1NIiER, VG Lin, ely.noice requir'e,d ,......, , 13.4 - Uncovering the or at ENCR EER's request -•<;.,19 8`13.9' cs-- AJustin& . , , ::.:. ........ ( flange of Uontra t„ 12' Computpyon oC Contract Times defnition of-,, ;„ „), f? day; MI lcgtiaies Acquirements- . clerifiwtioits; , clai nsand disputes 911 ,; 11 ?,:.12 Commeneement:ofContract`tiaie* . '23., ['rcconstructi(iri Confcrencc•::; .... 8; schedules ....................................... b, �,9; 6.6' Title, definition of -Not Shown or protccuori of ..........: _..: a 3,.6.20 Shown_uc Indicated„ ........,,,,;... , ,3!1 t'Price NV6rk- ,,,;;,,,,,,,, 1.42- . ,gerieialla 9 141,•1'4:5, ,,. i. +. _... _.,.... _.. t Priccs-- ;berierx111.3a Determination -for o f Prz`m'ises ,,,,,,,,,,,,,;10 . 6 16 A.19; 630 5 :::....................11 3 ..................... Tti=2:9.14:1. Authortzcd &25, 6.27,.9,3 Artioc or'P4graph . Number. Vtwls"fo site --by ENGINEER. ............................... A2 waivcr or cinims"on Fina y7n Waiver of RJ"g'fitsiby insured parties .... .............. I I T1.6A 1. �Vairanl 60-14-TRACTOR, .................... ................. 10.30 'Access to .......... B-2 ......................................................... -Changes'Ln the,::,J (I Continuingthe ......... .)g CONTRACTORMay Stop Work or Term mate .................p. ...... ....... --Coordination of'- 7.4 cost of the . ...... :IT ........... 11:5 definition of---, neglected by CONTRACTOR .......................... 1.114 other OWNER Nlay, jtppAVork.,.,., ........... ............... 1110 OWNER May Suspend Work ......... ......... J ' :j3.10. 15,1 Related, W6rk,at ...... 2.4 'Stopping by CONTR.4E70R' ,.155 Op 'Stopping by OWNER,_: ........ 57 1; 15.4 Varj;tion and jivla"66n iiiihorized, miAot.,, ..... :.3'6. Work Change Dirctivc— cilaims,pursuant to ................ I ......... .................. defirifti6n of ................ ............ : ....... V44 prmcipal rercrences to ..................... 3.531 10. 1 -10:2 written Amendment-- efiriition of., 45 pr'incipal-rife renices' iq ... I ...... Llklj 5j6'J:5J4 I '1,93172 14.3 Written Clarifications aid . ................. . ......... 9.11 .1ritcrPretnti-MIS Written Mike Required- by CONTRACTOR',,,,,,,,,,;,,, 10.4 1 ITZ 12.1 by.owm'k ......... ............. 9.1a:9,11, 10,4JI-1.2 :13zl'4. i:jmca;NsKACc.bNDrnbNs igio-s (iggo LDi nom Mm W/.T� ma comms Mobmcmiows'(mv m?). 0 E 0 0 Pi 0 (This Page Ich A 'k t tion-a' —Ilj� n. inep EICW.G9"E&IIL CqNIMo"39'0-8 (140 laillibiq - , ��f F6�.r tC XMW40DfRCATWNS(�EV,919!�) SECTION 00510 . NOTICE OF AWARD DATE: August 21, 2013 TO: A-1 Chipseal Co. PROJECT: 7417 Asphalt Surface Treatment Project OWNER: CITY OF FORT COLLINS (hereinafter referred to as "the OWNER") You are hereby notified that your Bid for the above project has been considered and will be renewed. You are the apparent successful Bidder and have been awarded an Agreement for 7417 Asphalt Surface Treatment Project — Renewal for Additional Work Fall 2013. The Price of your Agreement is Four Hundred Ninety -Six Thousand Two Hundred Ninety -Four Dollars and Thirty Cents ($496,294.30). 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 September 11, 2013. 1. You must deliver to the OWNER three (3) fully executed counterparts of the Agreement including all the Contract Documents. Each of the Contract Documents must bear your • signature on the cover of the page. 2. You must deliver with the executed Agreement the Contract Security (Bonds) as specified in the Instructions to Bidders, General Conditions (Article 5.1) and Supplementary Conditions. Failure to comply with these conditions within the time specified will entitle OWNER to consider your Bid abandoned, to annul this Notice of Award and to declare your Bid Security forfeited. Within ten (10) days after you comply with those conditions, OWNER will return to you one (1) fully -signed counterpart of the Agreement with the Contract Documents attached. City of Fo Ilins OWNER By: / h�%y W Gerry PcW Director of Purchasing & Risk Management 0 I I - CONDITIONS PIENtkAh COND.ITIONS ._Wherever usedin,tlhese Glei.!eral Cbndiiici I n . s'br"irt the vlh6. �.ton'lract: Dk'urnints the Collowir terms �Jsive 'the% t:meaningipdicdted which jWeP l4licablJ-1` •fiultb,'lth .sm'iuliir�pltial thembf- _. 1A. Aik-n8a—Written -or-_�gmpbic irtslrVffienis. issued " - , he , f Biig -vlikh 6ori�cct- or, ..prior to , t-opening o i v %cfidiigai 13iddirg, ReqjirenTinti or Lthe•' Contract 1.2. .4gwemei . zl—l%c:,tvnftn contract bciwech:0W.NFR: and C TR�A -. to, be pciforified;' OK . crow o#c'i-aig "lieWbrk lctfi,r.CZnimcl Documcyitsare, ittached'6 the AgeccrI :end 'i6ide"" . r&'f as * ' "d , lbi. 0 001 the, , , p 1- eP FeT- 1'3. APP"ll'606b)i 1r)? ficc I c I pied 6 INMR wihi6h'isitc_beusedby "'CONTRACTOR-)n drquiisting �ogrc]ks or -Anal pa s-aiidwhi6 is'to he 4ectaffipimied 1 by such suppo - ning -docurriciitatitin' as Is requtred,hyritract :uments- JA A s6loi6s-"Aiiy*niiieiial.thatc'onta�ui's'*ni'orelthan,o,rke- or is alcagiri iiib6�- hbi S.- I& gtosr Hutto '66 itrlit�ad- `Staitis', '0 ikil 'S f, and; 10 pcap.a4c? ltOy 1:5z_ Via' -.The _off r-6.r,6TOPMI)6f'the bidder submitted on the pfe;a*d forin set 'fibrth the Arica fortlilVoilk 'to be pa6iifica. 1,6�Biddv� , bojinv6i&-The'. . advatiiement. .6r dlv16666 Bld, histfiiiticihis t6'bidders, th,,8id f6rm, iW :issuedtha: . prior to ;!icia6t `of Mao. - I Biddryrq Reohvnients=Thc m&er-L'Iscrierit or ;tmKtation'to`liid; ins'vpctigns to bidders, and the J3Cd`form: - rsxqityl 19. chk?i Op-d.er.A,document t'recoiyini6nded by. INGINEM "which is signiori by.!c6z\TRA(-_TOR and t)1VN) hand nuthwiies an addition the 'W6rk,:ur'.Rn a4itistra ent,in, Ithe 'Comm cl -Pnce or . Ahe on.- fEffe LiVe ,Contract lulles,'!s�suedl� brift'Wili ljalc.of the Mrazmenl :(whichin Ito, 'the 'Contmut bo6um�), ';CONTRAMOR's, Bid, (inclo&t i"efitatibn :accompanymI (fie. Bid and 'any—pDst' Bid doctmienfiiti6i zsilmilti I �d . prior,td the Notice.' . of Award) when`attachiI .an ixhihii io the Agroment ih 6" IVoticc' t0`Pr;5cC_a_th`C` Supplementary fond tior;, thZ:5eci Bonds,-these_G�rid" fi�ati&ii dria Ae D" . 1 .0, - . mWIng!'95: the'C, beD&tiEh1 AL C0N6VTf0NSJ9iU-8 6690 Cdtivii), wlaTY OFFO.RTICULLINSIMOMFICA ONSifth 42(H1U), snide are moie:specfical[v e ft ified in he A M in t greenlent.: • together,mith Work-Charge'Difeciivei Field(2ii-diii-i arid ENGINaR's µ ritl�n imterprt:!aion*,H and clan irja!iqr�s issued pursuiTl jq ,paraLuiipli 31:.51 3t6:11 kand 31.63',ofior the Effective Date •of, the Agroem6t Shop Drawmiz submittals a -'d � 'i3arigm pprove. pursuant to , paragraphs " 6.:26 u�.d,6.V - and'Ahi iepbas'and draI mfelrrod-to. in pbrignaphsA.2.1 and 4 ?? are no[ Contract Documents. 14 1. Cipilracl Prfee:--The , moneys payable by iit.aotzirdance'w_ith the Contract Docuinerfs as ed,in the. Agreemi�,filp (subject '"to Lhe' 'ploVjslU'n'3 'Of' pn . mgmph 111,1 9.1 1 n the case o of U" m i Price' W CA-): 1. 1 2. C.Onlrucl Times _'rherrurrI of - days or ilic 'datE d i ' ' ' -dates stated iinAhc Agreciii6in: (i) td'acbieve,%uhktmiiM Conipl8tiorL uid.(ii) to bompIcte-tV Work so "Cit is ricA.6 �6r,fin'al 'P,44rIcnt isc%�idcncid,bj, HN61NEM711 int in accords , with •pa, 1 in i"fill - 4 -1 pa),n) - PP5 grTa 11., 3., I NviiKwhorn 61AINE1,bas enteredint6the A' L15; Drqwinga`-The.dmvrmgs wlach'showthe scope. e�t6nt 'and' ch:6d&r. of the morL i6jtie, WiriisW 'and _p�ifdrmcd by 'CONTRACTOR ima 'which' hav , e been ,P repared oPPprov A -ed. by tN(JINUi 4Q'aire referred tit .6 thi,,ConuiicL Documents.. p �yings �Sho dra - yiTe not Drawings so' de'fihi d.- Eocfive Date of tlW- Agtviibient—TW- dile :mrliited %Zieifrio such date d,& ivqed '�k isf the the A&e ='enl_,issij_:ned' ,an" b� lhel jgn En_ ck ive.r., firm 'I;�v n LIT Ej�IPIYY,�! mimed as such7in theAgreeffictiL (coirporationlavinga,contract '"' ETNEER'i 7Ae e ild M�nt pro c'f, t,sgo p associate -or, consultant with r4iict to the Projed,and who''Midentified as such iT I i the: I Suppl I eme . mary Conditions; i .19—Field 'OrderA 'wfillen orderr issued 'by ENGINEER� which orders niiii6i'cham- - in the WorL in arcorilance with clocs;not urvo 9_S,,btitWhi& 8 cha*e in the - .1 1. _. I - 1 . .[he .tract Times . 0 0 0 0 rI2Q Generol Rtguii renls;Sectioiq of Division frof;' the SpzciG%atio is: I;BI Nic:arcioily fl!itsrz=The term Ifa�rdous Nrasie'shall " .havc the me mny pravi led w Stct v t I00,`9tof'thc Solid:: ',Wane Disrassl Art (112 SC Sedioti 69(Y3)`as.amended from'tuae.to tune,: I '� a Lai :and Regaforiorcr Lady Ur Reyulationsz;Any, :arid all, aPPplicablc laws.' odes. irca I lions ti;tlmances,,, ;codes and'ar'tiers V. �Ctenand all'guvemmemal rbodies; V :agencim aut}ionties and courtS'havinb.junsdiclion: 1:4�b Lezal Hohtlavr`shall be:thix Holidiiys ub'se ,d; Wthe'Ciry of port Collin! 23 Liens -Liens, .disr¢is secunft interests. ar. rncumbranccs'up m real;Propc ty' oi• persoreil prolxrty: h24 1vGfestan A pprlrclpAl evTi spccificd •in. the Commet Docigegt_s rglating to en u fenne bate complelioq!• rdete or•,orn_''pnor tq Substantial,CdOleli-. of -all ,the; W'oFk Notice o(.lwardz=A wrriten notice by 6) 1:R;0' :Woapparent- ucassfulhidd�rstatiii& atupgn,compliancey by the apparent successful bidder; tviih the candnioits I)r,ccedent cnum'erated!therun, within the time:,sspccilicd ?owwM-Will:sign&Odeliver.the chl, 1.�Nonce; to YrocMV--A written notice. given, by ?OWN6R tic CC)mrkA111- _CTOR (with a'ciipy to F,NGiM;6R); 'rotting the date on wtucit tlio 'Contm,,z. Troves ;bif .cornmenoe to,run and oriwhichCarrRACTOR'sktll start- tic per6e 'CONGRAUORS3 'ohl'igitiar> ;undcr'�Ihe, Conftttct Documents, ' U7 OP'7VE2 The public. body •ar. authority, ,aVparatwn,• itssomatiin% Grin. or ..permqu with' whuriir CO`TRACTQIR has;etitcred int6m the AgreWncnt and for' whom the Work is to be; proi tided •118'Rartfal Utllkation-Use by OlIvkk of a isutxtanttally oomplcted,part.of the Work for,the puipow I'or which 'it;is taternied (or`,a rclatnl ipuipi j`; riot to, $u�tantwfCompleuari of alI the Wttrl I 9 Tps—polychlorinated birhenyls.. k,'' P,ihvleirm-Petroleum Atcluding crude oil:or um,: mcuan thereof Whipt' is bgwd•et standard conclivans oG lemperm[ure,.tind -pressure ,(6ti deees Fahterf cil' and. .14.7pounils' .per sytiareinch .ahsolme) such'7es• oil" petroleum, wel oiL-bu mudgr wlri9Ctise gesblme,-kerfsene. :and rnl..mtuxl:x ith alfizr.ima-fiararduiis Wnsies'and cYudea odx 131 Prajeci The toial!edrii idibn of which the• Work• to be pro'idal thtU11tnl}ic'ConCact:I3icumenl5=m;y.be•the' whole or e'ptut ,as indicated elsew} ere m'the Contra i•: �Dtuaiments. 13^a. RalJioactn'e'Altiierral'Jource. special nuclear.'or: byproduct;ntnterial as defined b} 0*,,PAtomic Synergy Act,of' IiJCUC UENEEtus'C6ND1716i.^3 l'Jln.y ll99a EdUmlF :w/t]1Y OFFOAT COLD h10L711 J&fioNj QtE .1/I(m)... 1954 2I C�,Skddti 2Q,If''ek_seq)• ns' ini nrkcil,finiW timeto;time. ' 1.3?.li;' iieYrilar Jed e H iirRre ilar':tvorl ine "}lours' are u4eLned as: 7;OOam 'tti �:G OQpin :unless athenvise specified in'theGeneml Requirements., - 1.33 Rastdant,-Pro�ecFRepresantamv=The authonied M."esehtitive ofLNGiNECR.whbmay b11 e'asstmred to'the. s teor;`any parr therea. 1.34:. Stanples=Plrysiciil: ,'egamples . :of materials;. equipment or 'iv, nl manshtpp' •that are represenmtiie, of �Sutnc".portiun of the Wort;.;,and Which cstabhsh .the othrtdards by xvhict such Ptvtion of the Wort trill he 1.35; .Shop Dinxv�gs All, dray iiig� dngr.a S'.1• illustratians schedules aiul.other dala'or intonnation which,arc,ssppeeat6calt} prepared or acscmblcl by or7for: CONrf.ACTCtk end submittfl by'CONTRACTM.6 ,illustrate some Fniti9n of dieWrnic; 1.36, Spacfficatiprts those `l ortauta of the Contmcr n Daciltnents cartststing of xTittcn teclancsl deseptions of matcrtnls, equipment, construction syctcins, startdArd4 and twarldnartship as japphed`,ta,jtli Walk and certain admit ttiative&tailsapplitablethereio: 1.}7 Sulicgntractnr Aroiridividual;firtn;orwrpora[iin' hnvingti direct contract with`CONTRACCOR or with tiny othcr;Subcantracttir far the ' 4*'_ _' of a _r 6f thG' Wort it the site:., 139_ Snp"plemeritary Conditxn i The •,part of the ('onirt ct Dncumeri(s" which'tunends orisupplemrnts;diese General Conclttians; 1.40,. Supplier - A manufeetuter Gibricator supplier,_ distributor, malei•ialman or verilur hevrrp..n direct contract' witk:CONrMMTOR or --with any Suli ontmtAnr'lo 1irnugi taatenals or equipment,lo be'inC•orpot`aled .ih".the Work by CO. TRACTOR or:any Subcontractur. 141: 'Unclergrninid FacJJtNes-All pipelines conduits; ducts cables wiry; manholes; vaults; tangs, ttinriels'br other, such factlitivs';or;attachnicnt� and anyerwascrnents cdntaliung, such facdttles which have.'been aistalled iatdefgbund toJumish Any of the follou•Ctg selvices;'o5 ;materials: `Ore ncity,, j;ases stctiiu, liquid'•, petroleum` feoducts•. Wiphona, or other Comrauni6tions• "c'tlile,: 'ttlevision,;srwage and ilransge remiivaL tr illic+ur+dther :.control systems ar N`ater... A-41' 11tdrAii e !York=Wort t ,lic;�elil fiii np`the liesis +ofumt_priecs. 1,43 Iior -The eniire:�complew& coiniiuciion or Abe, venous sep'anstely identifiable ppaarrttss Thereof required to`be' Ctimshcd urine[ the Contract Doawnents Work'.nclud& :and is ft'result oC psCormine orlurnuhinelabor and' furm�iirig,atid tncorp'nmting msieriali arxi equipment into the constni licm and"perConntng `o Cum s} ii�_ seNtces and. f[irnishtng _iiicumenis• ill •ns reqund 6y the Contract D"ocumuIts 1.45. W iwji Amam bient—A iq ittcn ametidn cht ofAh6' :f:ontracK... Documents, signed. "Fry. OWNER 8.4d, CONTRACTOR on or "after the Eflective.Datt of the .. Agreemcrtt;iind normally, dealirig_wil}i,the nonm engcerrng. rromechniad'rather;[h1n stricdy ccrostrurdon-related �aspecls of the Contracl'Daeuments. ;e>,RTICLE 2-PREI:ih41rARI'11I,\TTERS' '.1)eGrerpcifBonrG ?:1_. •When. CONTRACTOR ilclivera the eueuted" ,Agreeipenw to o) \rm, CONTRACTOR -Abell' a'661 ,dehver•to,;OXVNER.suctiBonds aspow.RACT.OR miry regii., tofumishimteccordrincewith'tiaraei•ijphS:l. �Capies bf Documeirnr, (�51I�RsFiall funush'lo`CO TrRACTORiup to ten copies (aril othengise;, speciCied7inlliel Supplementary 'Coriditions) of the ContiacrDacu'mciits as are'reasanably ,necessary Conic execution of ihe_ Wail.: Additional co{+ies: N•ill be furnished, uponFr ctoest; at the oust o-frepioductiam' ;Comtnenceineht of Contmi t Thi es; Notice tci'Pro'ceect; J.3., • The•Contiact Times."wiul'cmnmencc to run on the' thirtieth elsy..atier the Ftfecttve t]a_te of the Aeement •or; f,ICbCUf ERAi: CGTIDITIGNS i4io--g. tow �i`i CITYGP 6RLT LVU.IP6 \fOUn1C4TIONS(Rbti'•1,^.anal iFti`Npuce to;i?roaed ti yveit ;on the day ;it ud ih th Notice to4'tucee<1_- A'Nouce o Proceed.mat ix given at anytime t+ithn,thrty cbys after the Effective Dale of the. i�xx�c— ❑ l rio--c6rzawe"' , T.... a.i fun x , ot�[ii3:openme or-theahirvetl=day-after-tlx�6ffeei+ved�a�5e ,al-t}r�;�grceiti rnkwFlicheyrr-cla_tz=lsexufiir-. SGuriin� the R�arh: 14. CONTRACTOR shall-Ml rt to pzrCenn t}tc'Work ,on 'the date when the Contract Tmtes;e`onimence to run. but no Work .shall he doneat-the site prior-[ii the date nn tvhictitlic Centrac(Tiines cuni'men c to nim Before artlitg'G; nsrructioli 16. Within ten days after 'the Effective pate _of the Agreement (unlcss ,Oar visc.,apecified in the General. Requirements). CONTRACTOR shall submit.• ''to jlNGR.JMR.for reviciq; 1.16.1. a preliminaryprogress 'scheduletndicatic g Iht tunes {numbers of flays or Jates7" fen startutg, anJ ,a mpletutg the various stages of die lltorl, including eiiv Mw;t&n .i specifi6d'in the Coiitrn'i t D-x'wi eilt5 ?'G' aprzliminarysdtedulc.oC$hopDiaviing,and, '..Simple submittals whichi, will list "ea�ii rcgtitrcd vbmtttal,aiidthetimesfor.submitting: evietiingand pro`cessiti9 such s`ulmrittal no ,arse will .ii .scK:dule .be ,acce- 61e which allows ICss� liifi,-N aaleiida'r days for each review li Eneineer:. 2y6.3. A Prelu iimuy, suhodule of ;values' far.;t+ll of the 1Vark which will include'quanuties and prices of -items . aggregatinntm g the' Goci price aft i ;li•ill :subdivide Fhe: Wurl nto;rompmient paps to sutcient '�lztadlo sen•:e as the basis forprogress payantrits tlucui�'pbnsuu xiori, Such pnces will include;-5n' appropnate;amount of overhead and,pn fit applicable' to'cec item of,Worl-. ' 17: Before any, Work .at the 3Ac is slai}cd: , ,C:C.jJruT cfblR amd 01VAIhI_ shall;ea& Miver.w,44ia ekhee,OW JER 'ivith copies to nsared idertl'ied-tt�Ehe SicpplemenFag--C�t+�iuuts ENG [Is1REfZ 3; 10 • 0 [I] 0 aitt6cates.ofuuurance;(and other;eytdcnce of;isui�ncq' lrc � :.�r •' r rr. _:' - ..:ta:; t w_ut�.ay. :feasen aea raucsted -I OWNER) lvhich ,CONTRACTOR dQ41n..,-n ` _Y r isieyu_ 1. to ,pumhaseR and 'matraam lin acwor". ,,with +lnla�+rnphs,5;i � Genii-SZr f1weristiuction Gonfenelfce. ;)nitialll!,:4ceepinhfe tiiliedules.� ARTICLE'S -,CONTRACT DOCUMENTS: ' NTENT,, A111EhDING REUSE,, 'liitent:; 31 Tha; Gontraiit Documents. com ng6 the` entree; tagrecment. begveen (OWNER iehJ� CbNT2;4CTOR' concerrutgwk ,Work. the Contrast Downlcnw are; complementary v haf is Grilled Cc>r by mie is as b n_l ng as' if tallul Coe l yF all. The Contrt & . Dm ents will jbc' construcdmraoordancccvh tlic law if;thc'placeof}thc' Ptuject ;3`:? It :ir.the inreni 'df thef Contract Uucult er ts, to, EJCOCUEN ALCONt1TtONW()lo4Il-)OE(itimll 4 .w/ C7T1 0f KORT ODLLIIVS MOl)LI ICATIONS QZ<iV •tl200a),., 3.3;=-Rejerirrce;ao Stnadrrrdt pitd Specefimnatf of Technical Societies; '12epQrtiirg; nrtd Risrihing DLscrepandes:+ - 313. Sricept, cis otherwise'spccifiuidiy:staledin.lhe Coniract C)ocutnants as_ niay,''be'� uvided by amendmcttt'or siipplement thercto, ts�ited,liy ale of the ivetficils ,"imted m'-pdiamaph'3.5 'or 36; the pnriistans of .t 1c Contract`Pacumetits shall take prc cdenccun,resolvM any ionfltci ,&roe ambiguity, da'�isi:repancy:between the gruvi'ions of &:,Carttrtict Documents and:' ' '33 3 I the . provisions„af env such standaiii.; spoctficati6n: manual ,code nt: trntnietton (}vhcthcr. not speeiGcelly in by.t6cierice in the ,Contract Documents); or 13.3:3.2. ithe prby-pablis f airy s-6 Uwsor: ltRnce .,zi��l , q y_ 4 the terpreLation 0, ;thee AV:!, (unless 'such an ii�,-f ' ' . "th ix isians-of would reAt' U I a vicltibn'6.17�� -or 1� .. r 4 " _ k4411611) -4menigag eohozid D-vcumentk TS The Cordriict Dckdmentg ifigy be, tid1&idcd!Jd' !oir to in ry, thi,Ce�s':arid conditions ow or .Mcic of the 6110 jsl� af6mM'Writtc.n.Ajn6dm&nl ant a d1uhige.dider 6u*rb.0 io Purebraph 1Q-4),- oT i "�Jl ©it OlrrbiT Cimi.1 M'%10D'U--iCAin'O*WS iRry -'i'now trective iEpursuant, ito • pRr4raph 16.01)4 �3 6' fii idditi&� the rcquir6niErds of the `i&ntrnq b6cuiu qi�; riiaAe �su`p , picni t nlcL:. - and, m , n - , - �: . y,�, . !ati and ,or -- I - , . I 1 1 1 y , More oftKC16116M�g'Ways.1, A Fi0d Order (purvxmnl to paragra M.'s xppigt al of a Shop Drtnving or .3.6.3. ENGWEERs: imIten wderpretation. -or clArificntibn at to patpgmp , q; 4). Reuse bfDocitmeln&.- ARTICLE4—AVAILABILITY OF LAi%T])S;; `CONDITIONS;RRFFRFrqCF,E'0iN"rS Aiii&Ni' '- ' . 4.0fL.wids-;. 5 171 0 • CONTRACTOR shall pioittk forcall;tiddt4ordtl hinds aniir Iac'e.ess •thereto thst_ mtiy br regiiueii forte tempctiaiyj; rsirddiu;n ,fucthites :or storage16C materia_Is "and,, :equipment'' J'? SubiifnceanAFhyncnlGondinons a° li Repatfl miifDrmwngs;; Referehce,'is'fit td the SUpplemeniary Con ltuans.Coi iil�n4fication oG 4 1 iL. eSubsurfate C rmthnara: Those "it - ris qC eeplgraptms and'tests of subsiaCat.r conditions et'tx conitgttous to. the�sue that have been`titilized:hil ENGI25EER m pre- thand Te' chut ct Documents.' ... . ,,. 4 2.1 ?: Ylryarcal ,Cond hatfs.: I hcsc.dra%v'w' gf physical ccmditi6hs:in'cr relating to calstin— S'surface. ar sutnurCaa•sttuclures at or contiguous io-die itr; (czcept'Undereroutd Hactlitics) that have binm uli iz6d lby ENGINEER i Prepa' ' ' _ th ' Conuacl Documents: 4221:, thp:c6inplct66*,'f ikh`rcp—" anti drmviitgs for ;GONTRAGTOo"; 'purposes mchldirg .but not. ltntited'to::airy aspects of tFta mcang; mithotlr', [cchnrqu s; ,s quenccs. 'anil, pr elutes of c.onstrucuon to be employed by CONTRACTOR' Aral safety.' precautions itrid. ;pragiaitts ttieidcitt thereW,;or other :dot L interpretattcmc opmiatis nd. .a'uiFormation.contached to such'repo is or shown, w indi©tad tnsuch drawirtgs,`o[; - - 4223: tiny COlv'TRAt"IC1R irttupre�titiem nC< or-c'onclusrortfdraWn &cxn aiiy, tEchnical datap"lur;. 7ny such ;c�aia,_'mterpretatiors opt nons•'or mCuimatton•I. 3? 3 Notce- o/' Dij(ering Silbsiirjace or• 'Phjwiu!•. Cadihons., Il WN1`RA T R',believes, that. any ,subsurface sir physt a l c nduton et.ur•C mttguous to:Ihe;site' :dial s uncavered cu revealed either, 43,31. is of suih'U baturt as.to establish'ditit any .'",tecluucal data" cn which ;C OyTRe�CTO[t i5 entitled lu rely as;pI ., Izd'in,paragraphs,4;2;1 arid, 4.?�'ismateatillyi'inaccursle;'a'.. .. ... - _ 4 23 .2. s f, such a r store as to _ialu re'sp chaRgcan"thaE'oi [tact l? iLvmc'nts, or 4 3:3 d ffers matertxllyr hem ifist ,s-or hlCUt:'UE" 1ERAI CONDITIOM.t 1'it(N3 t I�Jil Ediiimrr ,Vd Cl1Y OF FOAT ODI:l:IN3 MGDihcGlloi1 iltb'•tioow. itithcnted,inthe 6itipctDoi:uttjen" :4.23A. Ai'dnn units!?ature: and,differs matertall}�,'Cnvn condttiure ard,rtstrity enwuntereil :arid beber'slly recognized as inheicnt in walk of ,"the ehaiacter •rroPs ied fC N the, hrn 42A!. ,EMi1Nb'ER'a Rei4eiv. 6NG1NEER„ will promptly review the pertment'mnd[dons; determine the necessitJ KOWNERsobuuttu additionalr.�cplureuorior. tests with respect_ilieeto'trid;adtiseOW.NER•m wntrng (with a, copy to, CON'I"RAG'fOR) of :ENCUNEERI; (iridingsandconGlusSans � . , Passll�lt Cbntruct noetmterrCr •(;!range a ;IC FNGINEFR conglu'cks that a 'changc in. the Contract, Documents is required nti a result of wcondiuon that meet's one'or bore of the. catcgories•in:pwWaph,4.'t a Work hangc Directrve:or a Charige'(hdcr will'b issued`as•. provided m, Article Ih ta'refl" Lind' document the' consequences of such charge 42 ti:. ,P6iwbk Piles airy 'Ti»szs 4�iism e>rLr:' •An ,equitahlc.adjustrncnt fn-the,Contmci'.Pricc'w in-ihd Contruc4 Times, or both, tti ill be ollotved to theextent that the iai cicnce' of such ur uvcrul ar Nvealed •condition muses art mcrease'w decrease;TRt\CTOR's ccst of or time re'quired'.Cor ' rtormame o� tha'L4'orF ; sutiject `hOWCVer, to dicfctlloiving; 4 2 67: such wrulttjun muu meet anv.one tir .more, or, the' categodas .descnbed: its pamgrnphs:23 1 tfi qt }sivc; - 4 2 6 2 . ,,u (4iE ftge in'the'Conimct Documents, pursuant to p6mgtapti, 4 2 s 'will not be an ❑ulmaautusztionoC nor- iiantrn p cccdentto entitlemerit'to any such adjustrnent . 4 64 CONTRACTGRshallnotbeentitled 'to Arty adjIu"stment'm tF a"Uhtr utFrice to Timis d;. 4.2.6_4'.] CONP CT6R ltnew of tne: e_.tiistence uf. sucFi"i:intdittcmv:et. the 4tne. CONI'R'rt(,fpR. ,made' ,a, ,fib -at :conituitmeni to OWNER, n-respect o[ C aimact Pri x,and C r trnet'1 tines by.'the jbini,ssioh ofa,,tid ,& N66fiiihd botind Zirider� a negotiated clo'nfimct6r," 4.16.43: GdWRA(�1:6R fnited 10't p7thc - v'm'ttcn notice wk6n- tlieiini6:and as requacd by— - '* h4 2J." paragnip 43�11. Sgoxti.orltidciried:;*rheiiifcr maticin and &td shotm 'orz_ ' the C " - . *' f��4v, ;tndic�tbd, in, -Docunicfi r�spkcv to existing Ufiikrgrou�id Tae-ilities -af, or 6md,4ous- �Ihi ' `Iii 61i to the is aka - ifif - ation h:nd'6ta furnished. to'6VIINEM�.or E NWINMR, by th c Eiv-nc is of such underground it is p_r'Qvjimdcd_'. thc`-�Sup'pteiac'ntairy !Condiu-0m:' 4si.A., bwNERAjil ENGINEM.sUllp6t 1�- 1_,� .� 1'i reVol e u _o Aieh inf6rinutibri or data', and EXDC 'w'IQT1f OF itoiT cuLum mot) , trtcA-noNstik4v,v2uuu). ,kqerolei P, dih&.1, 4.4,, OWO:R shhIl pri5v[ck-: c*n"*' ginNnng Txvq ys ,qsL,kbliih:!(cfer_an'ce points: for. construction': %Web -in T. :1NGR%E,R's jtidpiem - , � , , .- necessary�to, , ore , , icmtili 'CON -I' RAQT09 '� Tto- &66cd - with ethe, work. CONTRACTOR shall be icisj=ible. f6f - layih- - out[lie�g Wofkz,shall pioticiand preserve the estabt s1teJ reference t�irits and shall, 6.*c, 'no' -cliari' e-s -or'relbc'ations A;',ith&u't d}'e'p*riorwritten'App.rovoLoFOVINLR ',CONTRACTOR'. "ix Iltreyri'to ENCh4EEk-`wheacvcr,aj�y refevihcie'poirit �is 'lost - �or'de I mr . 6 1 ycd or. requir . c s. - relocation ibecaiusc.-of ric c , msary chiingesin j &!§ qr.*lo'c4tiqns,,and "I.Ix res�Orislbie,t'or,thq;,accuraie;repl7cementbr relocation of such referznce 'points, 'by' rpiofessttmall} UnUlIM per, 4,5. AibesfokTP,By; RiidIaq,*'0fhteniaI: 7, 0 0 0 4 •s not-intetidet}-[aa _ 'run.t;:. H •. '' ski�ti!-A4uWFke6rietiti�'eFdA'; eFfizveeledai-[he�iit-•,...,.:. _ .. ,::... ,, F.1CUCUEv6'xnti'CON�I'nOtzi 191t%3111'MEMO,, w'r aly OF FORTCXJWI 1}MOr]IFICXngt oLrv-ldoU!}- 0 ARTICLES DOiNDS'ANRINSI NGE` . Petfoi?riance; Puygten! nnrl pfherBdnrLq:. 5 :Ill ,thc suicty on„ arty Bond._ Cumt W -bg CC>NTPAC.TOR'Iis dcaarcd a batiltnipt,w b comes nnsolyent w its'riph to do hu.siarss Is'"ineted it any statc-F-!e am psrt nfthc 1'rimjcct is ladated'or d ccausto Meet tFie requucments•oF.parngmph 5. t; CONTRACTOR s}all;wit}uq lct7,'" -- thzxcaRc{ sutx9lnutc.Bnother. l3njtd and surety?Roth ufwhich must;be acceptable N t7tVNFlt '+ 3. Lrcensed'Surehas:antl Insurer•-G'ertrficuth;s of 1n5nIJnCe' a 5:4:icli6s und�-T,.W*kine comp risMiom4 "disability br`.mifitsand ixiersifnilai"oec*.lit acts: 5.4.2- iclaims for damagjdc -becatisc of hOily,inju.Ty, ti4*1, sIckfi d' `: � of ','de�th W- ; '_.Is5a� alms For ages Cause. a I Ipj .4,3. 61 F ctarn * tv- __ Ch ' i - 'Sic6m'& cliseasc-'or'death 6f anyjxrsnt; other'thtin= CONE s"e. pinycac wry per4eRa.'01*1Z directly 5.4--5 - claims kc "ng4. ahcr:ifiill� 6 die tvoik- lpeqause o I fInjury to or destruction.of t&4giblc Frolvity whoever;' cx;at4 tndudtng of use; resultingth - k '''anti"- ,erqpm;_ 5.46. depth of"hr y pe min or property Wng o9l'o �'6T U7 the o�% poy ,motor .vehicle. The Ookics.ormsumnceso required by this paffiiyap)i SA M _, ;to be tati� -6 minio6iried shall; 5; 41 'incIW6,Lhe specific covera"es n61, 6c wiiiteri r6r-riot k�l� die limits in lhe upp� S I- ,tr�ntiq. _whichever p?ns or �equtrcd -,b-': Laws'. or y 49- include rle complct d insure' e, opem��snce gibritracau'al hbility Insurance covering CONTELACTOR'g - indermiky: oblij�itidfis tuulc - 'p, through -514.,12: remain cffecQa,tlean ,uiitd klnail,fnymml all times thcr,6 crwhcnCOWF16Vj0R.rRay be To�vulg orjclecing 'dq(ec:fir�evor - in 9&oiclari& with pamgmph,1,3A2,!an,id, a- ,� . .. 5-5: .. InacU on -* trourance,requined6 be'priiiidd by CONTRACTOR undei pdm at OWNTER's cptiun,. 'may, . puryhaw; and jfiainliifi is OWNER's.expense, OWN Mls own, ulabibty .wilrji6teci OWNERR6gaira claims a,hitch may mice:Cram' opcmtiorc�un &i the Contric(:Niiuniefilbs. l k 54--kAk dhefwipj-PrOiii6_ -the —,OWNrR-.' cocci ek-4 ol Wb?_M_ 'i S`&cm ed-i.< Y"hav C`86- -HiiEF"Lf: be:hWd aWiiot-" 4-adddi I,mawnd, fig ARR asutP 0 E fi, - rip C-re V7 v agreedt ,in-wntin 94 y �Frovided ft"udh ttin ena"4 uirm""ava-bam �f Wan ... ....... 6 %ftslu -the .1 1, IU m E)c rJENOUuc ONd norz,3, 1 -9 li4' (I W-U,Edwm), r] L in mWiji 7p- H _H - =FB-F fl 13 i 6 =I- MI U I.. in 6-il k;h 1, wit up h� c w&4h4i_im_ n- OWN& d • • 0 SECTION 00520 AGREEMENT THIS AGREEMENT is dated as of the 21" day of Au ust in the year of 2013 and shall be effective on the date this AGREEMENT is signed by the City. The City of Fort Collins (hereinafter called OWNER) and A-1 Chipseal Co. (hereinafter called CONTRACTOR) OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: ARTICLE 1. WORK Renewal. This Agreement is a renewal of the Agreement entered into between the parties on the 15th day of August, 2012, entitled Asphalt Surface Treatment Project, Bid No. 7417, City of Fort Collins (hereinafter called The 2012 CONTRACT)and all portions interpreted as if the same were attached hereto. CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents. The Project for which the Work under the Contract Documents may be the whole or only a part is defined as the construction of the 7417 Asphalt Surface Treatment Project and is generally described in Section 01010. This renewal is authorized pursuant to Article 3.1.1 Contract Period, of the 2012 CONTRACT. This Agreement shall be effective on the date this Agreement is signed by the City, and shall continue in full force and effect until April 1, 2014. ARTICLE 2. ENGINEER The Project has been designed by City of Fort Collins Streets Department who is hereinafter called ENGINEER and who will assume all duties and responsibilities and will have the rights and authority assigned to ENGINEER in the Contract Documents in connection with completion of the Work in accordance with the Contract Documents. ARTICLE 3. CONTRACT TIMES 3.1 This is a one year agreement but, at the option of the City, the Agreement may be extended for additional one year periods not to exceed three (3) additional one year periods. Pricing changes shall be negotiated by and agreed to by both parties and may use the Denver - Boulder CPI-U as published by the Colorado State -Planning and Budget Office as a guide. 3.2 The Work shall be Substantially Complete within Thirty-Five(35) calendar days after the date when the Contract Times commence to run as provided in the General Conditions and completed and ready for Final Payment and Acceptance in accordance with the General Conditions within Thirty -Five (35) calendar days after the date when the Contract Times commence to run. 3.3. Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not completed within the times specified in paragraph 3.1. 7/ 'recovery inst-11 , GF 0 G Q-1 `ihie& 'Reeqpt and.1pplica6iin4ifInjurrinci Pr6vie*. Accejnanse;djBl hdrdiidlhsurdnci, Up per6i tibu.ziiOM-7'PMP�t" l- n"I iri Vf.,. ' n pomop.orpoftios of the Akark.'poor w-S, b. rru- I bCD&dSRAL-COkiWdM 19io-S d* Cdtkvil T br, iociiT" , " I 0-INFICAVO Y COLL �N 'Cdtipleiic�i be ac '__ -1 ltkSod: in accordance with 'parkimiph 14.10, N I&d.thah no such use Or � oocupa-, shall commence ri�re the he. ti� . 4crs,prcjvjd y I ig ih ,Prop erty mwranua have _. lack ruJNv14cd'nqUce there6f and irf %v, I n ting- 'cfbcctnd 'a"'y .,Ves in cqvemgef,ne ,provldu'�6 the property Lnsurdpc� . shall' c6rlst�it'.by , endoheiment 6nthe .policy or policies, but the property m-uranc, sball, not,be pirmjttO'Id-IppsIe:die uccb.w,d of any such pualial ww or occupancy, :RESI'ONMILMEV m6n and 6Z, (CONTRACTOR shaU keep on the I Work -at a - H ti! . pts ,4nng tits; progrLm �a competent mmi&ra supqIen&ft7,;Aq.9iA riji'4� rereplaced withoutwrwritten,6 notic -cictriiordirtnry ctream - mances. -The iuperimeixi&rkt widl be 'CONTRACTOR's r, epm 'S'eritm __ t!vc" _.,atVibi�siltea - n&s'. hhH have - - authority l to CONTRACTOR AD tbinumniCatioas'lo the superinteridehdshall be'n 6indiii' aeifgiy�nt6(ONfRACT()R: 0 0 •6'4 Unless otharw•ise speced_, to .the _ 'uanelpf' RegliiremenLc,CONTRACTOR"shall:'Itantsh;anil tsstme; Cull respoin�brht} formatensls equipment lalioi.:' `transporixGuri c�mslruction eq ripment anJ mach eery, ;fools, appliaiiccs, furl, power hght;�lieal. teltphtitie wets:, ,,sanitar} lacihnes, t mrorar} (aciItties and _all other' Caeildies anci' mtukntals' ne spry ;Car the fuiriishirf. :prCom�ance,.fesfuigutarr-up arul completion bft}ie Hurl:'.' - Pwnhasii.: Resuictiomr. CONTRACTOR must dlimply with the`City's burchssmpizstt ctiuiis• A` copy. "fif review'in'the offices -of, +.the•..Hii:chasms'iifid:'Ris"-';Ma'�efifent:-.. Division or thn:Gity @leerk's oif ce.+, 64 2" ;Ccnscnt .Restrictions: 'City 'of 'Fort C:ollin''s 'Resblulion 91,421 requires thit:"suppliers:anii oraluais` nf.carnenGnr prod icts ermtainiiie`cementan'cctti shoe: the cementiwas namade-`in.ceinew-lalns-thal'.bum' hazardous wasteas d1IM C Progress �Srli etht 1 e.• 6:b (ONTKACTOft`shall 'RdIiCfB to thei progress:,, schedule estabbsl eJ'in acciuJance.with lximgraph2 9 is.it; �...- ay'.bF aJluslell Cri�m,luneto ume as'piWiderl below 66l _CONTRACTOR, shall submit to.LNGMUR- fo` at-E-C, -ee `(tur the exient trxlicaied in parograpb-19,V proposed adjustments in; the iprogress? schcdulejt}mt wdl not change the Contraei,Tlm�s (br Milestones) Such'adjustm,w entsill cnnform;gtnernlly to the pCngress i<ilule theri'rn effect anJ uJ-litiorially Will corciw ply ,Wi. ani- provisions of the 1Q,Cfi,C, l', R�yuirmients applicatik.lhcieio:. 6 G' Proposed adjustments in the pio@ress whedtila, that u ill'thnngg the Contridtimes (ai Mrl* 11 n;es) shall Ue submitted iniccordance'with Ilia iequi ements. Of ""aragm-ph l'11- !Such`adil!s[mgm "spay ionly4be 4ade.by,'9 Chang60nkrAY Written Ameridmeatl in, au:arilancr with Arliclr 12. � . , �6.7., Subetitute§`arid,"Clr+rvEgdut°'ltemsr" 47.1.;= Whenever an item 6e inatenal or,eyuipment'is•. specified or descrit a 1, in the Corarict Documents by usmb the - - - oC:a propnetary item ar the i a ne of a liartteulat,Supplier;-tle.spemfidation tudrseription ts�. uitenrled:to establisFitie type:.:furicuon.'anil;quality required IJnle`ss.:the,-specrficaoon or description. hJC.11C uE' CC}NDITIf6XS t9144 (15ni EdiUm), l" MCTlI'OF.F'OAT OOLLIIJ:f MOUII1GiilaNS flitiV �1730aa).. itltaal5 or'is followad by'krotd; reading that no lij,•q; eilulva]tnt"or'."nr-eyualt ;item nr, nn _suhstttu 2`n ' permitted, athilems oCmatertal e.eyuipmrntor. ipaleria tv _rtjuipment; Of' other CSuppLrrs may !lz . accepter!' by,.'ENUII M, `urrBer !th.IIe 'followings .... . �circumstagcesr - by the ,re'sultin-g ' diMg'e.- "till of,*Midi, wffl.,be' E \TEtR in � e�nl` : - co= ted by �7 NGL uRting :the ,propu!iRj.-lwt"tulef' -ENIGINEER)mfi%',: rt'uuex CONTTRACTOR-1646iiii;h additio-�- a 'ut, &.,7A3..�COAr7R4CTOR 's-,Exoenxe.- Al',diiia to 6 ,p . rcividd,by. CONTRA(TiA in 5upi5ort,o f jany ;IQ or-ewsl" cr substitute h6m,-8yUl be it ''crp 7\-TTkACTbkY'---- - . wenw. Con'cernb7i Sjib6hftciam aSuppliers, and CITY Or FORT a)LLI NS MODWICATIONS (REVint)(Ju.) CONTRACTOR shall erf6rpi 'riot lass than' 20 P-a—Lent Of .without suboofttiiftirig)., �ThELo recuireffient -shallIxtindeNood lo'icfqrAothn'qdMrf the. valuc-ol 'which tbtiilsnot klbi6 20-Ti�erOpPihc-Cufttrubt Price: .6.9. 0 • 0 49 & The ilia iiion and seetlatu tSf the Spectficstiars idd,, `tli'e ,Idei 'fiG-iuore of an}} l�M%%! 4mll_ i of control GOM ACTOR iii r 'dlVidirw� ' e Work anlaiw Suhen vraetois or SuppGgts.or dehnesttng thi,,'AAt be �iertorntcd 6y'abv specific tra- - .. •.Poirot Fees,dnil-Roya(tiek- 6JCUC GLgU UUCONDITldjwt I411" t1990 EJitim},, .1 w/U?YQF FOAT,OOLLINS M011111CA•IlON5 t3itsV •1ftnWj. Perdirs-: ,6�t4.. . Lansai/Flieyulntiuns: '6.1.41 'CO _1'IiACTOR,,stmll give; all ndiccs:and cpmply with all I aes,,and,Regulations applicable in furmshmg and<pcif f,nOnce oftthe;Workt Except ;where othenyise expcrjuw6d,'hy applicable' Laws and ;Regulation;- neither �OWN`ER nar ENt (NSiltshall he.resPnnsitili,for momt4niig: .tints RAC "0- i ,compliancy °.with any ,haws 'or �Rggulations; ' Tase3: 6:15;, 'G0,TTRA(7Qk,shillt04 etl sates consuitier;, --use.and other ,•similar tunes: rcyuiretl to*be;pal rl',by'� COIvTR11� I in accordance with 'the Laws and Regulations oF`'the pIA6e4' of, the• Roj6ct whic4 - it applicable dtuuig t} e,perfurttiawe of the .Wo. - 6.15 t OWNLR is:ei imirt tran'Coloraiio Slate'rind loctl kites _.and asa 'taxes •Lin :.maim s ' To:.:be pe z' ncnd nccu rated into the_:pr mi Said ts\cs �shall'wtbainclude' intheContm`ct•Price Coada?cis:livaifo Deoartnient•kif Revenue: :State Capital :Annul - i375:Sheriiiin §t7riet , Lk r vcr- Colorado-'80261 §alei;ind Ose Tictes-46r the State 'of 68loiado.. ,Rc'2i&rmY.TrinsUrtiiUorf Disirict 'fRTDY--;i6d:ccrtiiin Colorado r 6diffities'-.8re Collectedbir the -.State ->off ,Colorado and'_areJrfciuded,ih the 'Certificabors',Pf .Exemptidn All driplimble "Sales Arid Vise Taxes (ificluairii Stale collected taxts)•ori an news other 'than'cbnstruxfi6n and bLffldirig-rriatL-661s'phvsiciilly'inWrii6mted into'th ar9'= Kv CONTR ACTOW end are'to hid c emn eD ititc bid items. ,Vie of Ptnehd"`!s_' T ,&I S. CQNTRAGTQR,shall not load nor,pennit any P'atil ii- irner of lamy,�sjxucture to 6�. loaded ;in any,,mun,',"t wl Z-es'Or tkny-part .offiie,�.w. or ;:,or adjacent , pft*)p'orty t ;ire" F �Prc*rEas will-6Fdangeri - res . - -keeordbtie'M-eff-W .1 . �L. M" ;bCDCCJiVSRALXYjNDhIiJN3 'wi - " CITY -br ii6kT&i�LIM'%I66UICATQiI'_ _1 1 - 111. -N. tI2LY 1 , � 6.4% the site one record copy, of all Drawn; gs. Specifications ..Ad&nk Writien 6ders."Work- �Ch"ge' Diiec6c rleld� ��Orders and -iwitten inlerpietiiti" �Cl 11 chui fi. ca tio n (im''Lied -� pursuant; t 4 I re, graph �)14)' i6 good. order`nnd`artrottted to d changes ftfsdc,.d4nnLL. construction These.,record documents together' with all iind,,n 'counterpart :all tipproyed "Shop, 'Dra%vuigs`)%qW be' av , a of theA.%rdrk,:and_bri6r to release of fiiii1l naVmznt these_ rjcZrrdI '&�um_enK-Samples alrrd• Shop Drinvings,M11,bt: dillver'edlfo ENGINPIW . r * kkwlill2. Sal-411'and, PIFOfeefion 6:20. CX)NULACTOR shiill be rqsporsible 4ti initiating. �. � ., _. . N_ and .initiating. maintaining an supervising - all, saOy ams in connection . Nvith _tKe -Wa-. CONTRAGTOR,shall Like 'all oe� pKCeaU_tica-',lqr thd�s-ardty or; tind'"ll provide the'nkies'� prot6pti6h,t6, - - " ,pra,ein �damage_ injury or, lossto: the'AVo',k'siIe' or %Mio. m i' %6� y 'affcctc_d by Z sIOVT)rk6n' -,all the -%Va- iitrid ni2tchafs,ind Equipitidu to in %tom c onor o binCorpo - ra thercin,',"efficr, die site; and' 6. 203u1" o"ther prbpi-ty, a`t'tjh' e -s�ite or ndja=, thereto:'! Jqclu8ps Y—caAdubIamvqs- Walks ptveticnt roadwaysL strucftwes; utilities.arid Un&-rprmnxl, FRIliocs i� 6 desiq!tEd ! f6f niffioiriilj�lo�,tm, 6r I I—, If-1 11 1 icplicen", rithe. Couniero construction: 0 0 uj L -A tiOtice IVNTR,,&d_-CO&TkACf6R'in' -r aCeqd "Ince, the Wmk isgkfzptable (Lt&Pt as, -6therKise -,,qT-��) r -I 'ad •-in. -coru=tio I n. with SubstaniW'CdniplctionY 521, 'Sa 'CONTRACTOR, .shall' all' _dcsi�nate, a _,qu-�I&d iind ed- r'- the hose dut'16: eXp�Qe1c" . safety �epresentahve. at site 'A' :and rc"`n�ibilitics dAll bethe ` '*'-' `f" lae . d___._Ppff"ntIqRg;uFR� _ and J mainLmn an supervAind'bf.*fet}n�.iimuLions:ii�d 10-M. programs. '422, '-Aiail be -icsPorLsibli, Icir- ;a dinsfin wti'sheeCs or. g other hszard-mnimUfiiLatjbh"ihform�itionf,require jo.: .made tiviiLbl*c. to' or`'"changW.6dween Or aniung: +cntploycrs gat to; 24GNM for Y&ie%i :and _ -.aopr'be'hl in, 66cbr"d'd [nth siid'seocpt�d schedule of ShO_'D' �"Ns:�" i -d Siffiple,submitals'Each S'm'pleWillibeidentfed clearly"as tMRt"f-SYpp..Mpertinent dPta'sue as catalog n6mba 'arid the uk't6r-which.intch&d,atd otherwrse: as. " .1 ENGINNEER 'may requacto ;,enable enable ,D;(;jNFP'RI to the submittaleli iCed: UEAYLAL"6ONDi7i6TZi i9Wa 0 0 Rddcu)z ;OU'T'y MOxi -C-O,L,Li N'S MOD &ICATIONS (TOV 4/20001, of ciich,Sample to, be: submitted wil I Ibc*as,'qm'ifi.d. in .the Specifica4ons. 6.2-5 SubmittalProeithirti.- ... Dru%M-19 O"r, ,S2nipk,CoNrTWACTOR,fillhiiv'edete , miried-and &Z, 6_251f, 611 fiel& a. 'd 11 1 1- qu�n _e,�_ installationrequtrernents, ;materials catalog ,-_,, an'ilai- InF61 Mabm with, rc5p'cct 6.25A2. �. ,re.wcut to, ri6ifidej use flabficaton:shi ng, Kin ipgstoN 'Mon pErtamng !oe fcrfbnrnancd`pf the �and: OX6rk 1 425.1.3. all. ifif6rmhtion feldiiii t6 CON I'PAC-r,C)R's,-tild:iap6iisibilities in respect-; "0 imean; tric tcchnjques, jsc9u_"C�i�and , PI durcs,of construction A nd'safety precautions , a roO*ia inci&nL theicto 'CONTRACTOR "I 61.w have.reviewed and Shop !)!Wi, and, Simpld and, "with :6c Fecluuements the ,the .tbntm_ct 136CUmi�' g-252 Bach TI.`indiciiti'o'nIfinv_CO N'TRACTOR; s.'satts - fled 1 mNrrRACTOR'li obligations under _the ". Cormidet r6 f),oWith, cuTenN, io&t t6 CONTRAC;rbR,s*vi OTidap'jxoyjl;pfthat .su ittal. 1 Wcrea Shop bra h7ng4or SRnipleis requimi 17 ' 'n'amp� wn hi"TNCYNEER ,its E�ii4by� poru oroFNINF bmitI'wIlIa ,Oj"JRACrc)R &Zi, CONTRACTOR-,stiall can, on tlie --W_&kI4ndi , ;adhere tit UC'prQgrcN WWEU[ ,dding Al disPttes,owith VANIER_ NoWd ik shtfll.be delayed of ,p , ostpon ed jiendu g JFt5clkkio'h. of Any, du",tes Or diVgidemcnts; ek,• t ns;ternutied by paragraph .,jfi.S ores �OVINW;and �:O�,URAC rOR' otherwise-6 ie agr 6 ree in s630.. CONMICTOR's. ten&�I, 'Muranly �'iind ;j7u* - , - - " " - . I., 1., 1, - arani-eirf 6J0.IXONtR,N&OA Virrants and ituirintecs to EW OWJ�� Mq(3ft.-R'iM LWGNTLER!s'C - . t1tims It Work �vill'6cjrilacco*rdain6e '*i&thi', CoAtracv D&6iiiid'nts_ - ,wtd "' 'will '_ _no'tt ' .be - &Ifiifiile7 (�.oi�Ttlz�v—rOR':, '!'sgp'qiy' a'M•V*kmnize•lie'm' 06,1.1; abwc.r imoper modification, or , -. improper _b�, othef, tfid CV_opera,iT,, persons CONTRACTOR, Subtbiiir 630.1 J., normiiE-wear •and tear: undcr d6imal ,630.;_::CONTRACTOR 's obl gat on to perfumil and oDm6ktr_thc,W&k iii;ac&dancr, with'thc'Contmqtf Documents shall 'None ufihef6'll6w'iiI_g :k�ll, � � " , � I -I � I - . F ii,,.thi ;tk copsn"A'a iac pqe In MPO CDCUENERALC NDITIOMMY-803V SIJIW: 'LIT , I ,-"'cc�M'o2"Cuni ai!""a of O U tZ'banI6 Pei KXV in accoidanL.�Vith,the t6ntrau Documents: iwaviitionOyENGINEER', 6.3U ;:4,' ' "sec' ridation, "Of a*. pr*es:m or. " yineomme fiii6il - b pq :issuance of a 'witificale-pt . __ � env b- siibkiKtial lc� M p,l epqn � or #!ky :payment , W, OLVNER to CONTRACTOR LE&r the. . Conthict Documents;, 030.14� * t* of occuphmy.qf,he Work or eny part 0 te_�o r by PWRR 'failtreit6 do wi I 6.30.2.6.'- anrenew , and -G'V_sl'oFa-Shop pm orSample submiaal or,the issuance i t a noUci of., i I i ty.* b-y , b HN E, F* R � P'* van, I" -630,2 7, any , - mirctioNtest- or approvals !iy by OWNER; _WI ' hi any :und allclaims igauist 'OWNEk- or, INIGNEEk 6r'any brtheir -r_ectw-5 -consuIfp'nls, agentZ sm,wor. or,,Nrsonal !61remntahve of such appl6yee) o 'COIN, Supplier, - CONTRACTOR ari'Subcoitrac'tur, any any peRnP_& Oigani . � 7pn6n, diiectIY'or-'!indir &'Tly empjFy016y 17 11 0 1] yone,, or whose _h ose acts'iiny, ofitherri, -may bel'bib16--lbe N kA 0, 'r CTQR-brany��uch.,u 6nnqtqr,-,Supplier,gr for - - - - I - _ 'Vtjt�rl rk otherpersom or orgaruzation unuer wo I= Compensation iacWdisab4tylxneftt nets brbihir �nplvyWtiMitdds.j ,631 The, Indentinifibadurt obli blicirei, �of CO `*TRACTOR -I . 6; n-- 'e*n cers, Airectork -effip ov -a m C, I If -6-14, -All ieprisentations, indemnifications; warrantics, ,an g Y�n in ae�or. . cr,, u a ntecs made "It with z y� or (Mtrmc� I cumm as,well as alkcbntinuing H ti' s in llx C-40�ntfjCt Documents,14will le d hc 6 the qoR.pni p I fi�n : I � - - - �!aqe� , an r letion cif the Itanelit., ..ARTICLE;T-QTFEERVORK, 1?eWad Wakat :Site. - I EJC DC ri ENV. A L , COND I 71FOM1914" (19901(fitim), ,7iohs'- tot the lWhirit of CONTRACTOR in ,and ciffierxentractors. If .contracts •vviih others roe, the i fie mane bf,oth& . cwk�6h - die-kPr6jecL,lai the siicAhc et L, mq, ii H16*ifi , 7 4A the person, hnn'or 'c6rpo ra tt o n w ho u i I I Have +authixtty'and i ili 'for 1coordinaiidrifof,4hc 61cit yttics amtong the.y6ii riiccti;trnctors*yvill:bc I or[ n st 111twill be ticm6iik&artd� J. J3 the extent o E' stielhT EM&5i& -and TCsPIMi %YJ p!qV!_ es -11 q&&, - tinicss! othcrwisc jf6Vid6d In, il�-c -.�u'pplp�i-chtq'ry- Condftionu�_ OW M,' 1 �shafi 'fiaWc- sole, i'a'udfbrit�y ende I v , 0 , rpewor6tatic5rr RESPONSEBILITEES; 'SIL Exceptas,o6ZrN�isp piovi&d' ir%�Ahesvccxieral CondiiioftaI :QWNFR`s)6ll':i u to gbivmAcToiz through HwzjEm. :8,21. In 6k. of Ternlh;iii6h of dw smpfo}rkhl „of ;FNGftcER, OWNER Stull appoinan engmeer,agaiiist wl,an�66ie:sta" . u I i I ;(if i)te ronnerENGWEETIL 3 OWNER- -shah. 16isli the :da6 royuired -ofi Ithey -pruvidmg lands and easements jand`�pko', qupng cnwneertng sun,e o 'es"itablisWref6r6it6c points'RTC Set f6nh In piragraphsAl and 4A. PlifH4:2 p i'ghu h ' ni feis;E6 O1V11MR`s'i&n6fyin_u and -'rndkin" available to ;CONikACTOlZ 366'pims of re" l6ration's"and tests dFsubipjrf;aCcebndiLions :at the"sita and .- I fiditions" 10�vslcft -iri'dMi5iin !P-45 of 9 sty tl�pi: i ur o"'c rit�u -�M&G'M'M in pre Contrite[ Documents'forth tit psingephs33thirugh-`:-}(t; - .85 0 1 IA NE I R's F -'indicated iripir",ph: M 1 4., IS 7 OWN M-19 iegibn6bifit, r(!--Gt qf,F5�nri MSPCC lons-,, tests., - :.and �ppnA,qls is set forth `ih ,, Inconn&tion-with ONVNPR'sneM,tdctop.XVL,.rk or, -4sp6d r4ramr. 15.2 deals With OWNER' right wjerriiiiatc Icc W C .sLT,v % XP X4&ORTu`raler,certain circum4ances. 84A il'b:in'mr�p of undmAl6sAd re cdTri sife'is `iiispansi- - - --------- -iVZTjCLR. 9-ENGEN-FIER STATUS' -DURING 'COINSMUclaox ,921 ENGMYR will be QW-NE-Ri rejickntativc :duiring Lhi,- construction I - perm�j -.-The- - du I ties, - and . diu6s.'and the, -limitFaidris- '617-AOicirity 'of INIriNE6R: as sU1VNERs representative gFing, c6nstruaiiin are -seUfbrth.iii,'the ,Contra ;Do&uhitmts'and �shiilf ;�•be t&eodd-with6q�t M-' :iii4kkNGINT-Elf- , 1,Wty to Site: 19')- ENGINTER'wifl mike tkits to the .a Mpriatc, to tag various stages of, construaiii-n- as " i - - N-GNEEIZ deems necessEiry m oraer!Lo obs� 'e-as an ,eFpeijeiicecIand §qOifi6d desigl prafesslonal'th—, — , gre_. F;JCDC GENERAL-CONDITI'ONS 010�9 d OV Wtimii, -'al an 6riOALT &iiL] M'NIc6u--IC'An ONs( Ey IYOject Repriychidiijw 1 1. The 7k�c6anlauvcs dealimriii in tiers - pertaimn g tolMu-n-sttc work will:. ingeneraL bd.xyith 'the ENGINEER.'alid 'CONTPAQTQR-- 'But, •the Represematiye will *em theOXIONER I•tro 46ud about ,such matters --Th-c-ReiLrLcs ntaqve's with 7the 'full kbnibWl -.-.and:upproval�of-the :CONTRACTOR- 93j,l bWas and. Represen tative will' 11r. VAJ. i: Schedules z-,- Review, .the- prNlre-ii 19, 0 0 0 ^ in delc®rnnuum above, plus any extensions thereof allowed in accordance with Article 12 of • the General Conditions. They also recognize the delays, expenses and difficulties involved in proving in a legal preceding the actual loss suffered by OWNER if the Work is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as Liquidated damages for delay (but not as penalty) CONTRACTOR shall pay OWNER the amounts set forth hereafter. 1) Substantial Completion: One Thousand Dollars ($1 000.00 for each calendar day or fraction thereof that expires after the Thirty-five (35) calendar day period for Substantial Completion of the Work until the Work is Substantially Complete. 2) Final Acceptance: After Substantial Completion, Five Hundred Dollars ($500.00) for each calendar day or fraction thereof that expires after the Thirty-five (35) calendar day period for Final Payment and Acceptance until the Work is ready for Final Payment and Acceptance. ARTICLE 4. CONTRACT PRICE 4.1 OWNER shall pay CONTRACTOR for performance of the Work in accordance with the Contract Documents in current funds as follows: Four Hundred Ninety -Six Thousand Two Hundred Ninety -Four Dollars and Thirty • Cents ($496,294.30), 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, Owner will be entitled to withhold as contract retainage five percent (5%) of each progress payment, but, in each case, less the aggregate of payments previously made and less such amounts as ENGINEER shall determine, or OWNER may withhold, in accordance with paragraph 14.7 of the General Conditions. If, in the sole discretion of Owner, on recommendation of Engineer, Owner determines that the character and progress of the Work have been satisfactory to OWNER and ENGINEER, OWNER may determine that as long as the character and progress of the Work remain satisfactory to them, there will 0 the payment re-estad'to the'schedule. of values, Work colifPleted atcri fi!LZdr^,t e m 0 qg��e delivered at ithc s r—tevt- hot i lhe W6rk-. 0.53.2 1 O` Cgm pletiorL -z - - 'to,CONTRACTOR:.'ii list -bf,observed items' requidrip coff Lction tifcosimilefib Conduct final irt the OWNER-imid' CONI'RAC:rOR,.ud,itfiriire'tg.final Iisv• of items to be vorTecW or,uornpleted., 9.91216.3. :01iscrie,that all'- items- on the final list hav'e:1)6cncon)cotedOTcompleted and recoftifficridaficris-'to -ENTGrNEER, ,cbncefnifiP fic6ei3thrici- 933 Liffiliaifi6n orA"LithcH't'v- 'rheRennesentativc shall Met, 933nl. Authorm env &Watioks "ii the 'ComDmo iact ments. 0r, licgep, Aft t ,yI)stit . sutc� mfitcffil�-t�uipm unless hgnzed by e cnL,JL HNGINFER-, 9.3.V.3 xcc c liffiitiiticms� ri NGINF*g§'s: auth6fitiiis-sci f�&in the Cofttfiaq]36eumcms.' 9L33f !!I�_EOpqmsibjliqqi 61"the CONTTRACTOPL Subcontractors -or Dt- 93.3:4- -Advise on or issue dilations re�6v to. or -iis,t e -control ;YV a-- 4A!jY- fisved Hof the. rnehrcs:. methods ,- .procedures :for cc sl cificallv called f6i in the"CbntractD66imcnt& m or Jssu& directions: �rdim"; IQ[ assume cong9l over ;qrm, prjcatutionsafid -Work. 9-3.3.6. .Accept Shoo brawiria§ or sample' submittals from . anvorie --other'than, the ,CONURACTOP, '9.3 ".7— Aildiu & bxk'NT-R:. tLoccupy.Ad Wo&inWWCrUriri6M1: 93:3.8 ccialiiW'. field labofat;-7� 2.-M-d'ib conducted bY.6thers. ENGINEER Cl iij&Ogi ,9.4., ENGINEER will issue with Teas, uable'!*p,rbmptmss br t;bkf i:bLLI M (in the form of may d&lr"e rticessitiY. ' w&h shaWbe consistent with,the intentof anil U Se bin' diriig"'O'n ()WPPR-.6nd ',,CONTRACroR.' If-.-OWiNIFR '6F ,CONTTIZACTOR,bclieves thitit-i itNiiiien CiiritiClIdOn or kerliretatl-61 Justifies an adjustment iii-,the Cciinct Price or the"Cori t Times to agree to ihC'f;a'Mb-L`M`I-. br',Yectclu th�t - C if any -OWINER- dr 1CONTRACTORmpy Fiamn Lliprefbr"as 'provide-d in-kiiae'OVrArticli 12. 4e�fharrzed l�ariu6ons to World hijiciini - x e WOik. - - PdO 13NIGN PFk %yill haVa authcvfiq,to' d'Lm-ppr-ovc;q- ' - - _r reject XY&k-iyhi6 FNTG&FR,b-lievcs to be ikfacWe.. or that ENGINEER belief e_swill h4opbduce a completed Picthat oisPnTato ,,OntMcvD6cumcrL4dJhHL will pweJudicdw iracgri.ty- of ifie dcsign'ooncc Of Elk as.;i Cuncuo"'"g whole as axliyaleil Fry .-the. -Cont'rac-t ,DocumentsENGINEER'wll also have authonto AWrequire special imcuon'ortesu-m 0f the *q& "- provided ,at Work, is fntffiCatjd.-iMt6fiedLor. CJ:jnpleted',. I - I L I I - , . . . - — 'S , I , .9,7, In i5orMecticifi W11h-ONGUItEM 'a`tfl6h)F.45� to .Shbp"Drawiniigk"s an IS�tm"ples see lwat; 6-'24- throukh 6,28.iridu3iye. . 98. In cori6&66in iyi&ENGht-tRs.huihbiitY.--Ra tio 21: ,9.9. Inconnection-%ith E1461khks, 94ti-Oileas baerm-in-1 ativiisrvirvhil,,Ncim. alu: kNGNE�R will d&rrmrie the actual quantifies. Herd CF,\TT,pACreview W1 CL with ', .rbk..' ENGINEER will �� will -' ,diNgR-Acrok thi Efrdlftll'�, decision theredri'(by recommendation often Application .- _ 9 0 iPeC1.'. - ,M'Ons, nil vispurev EJC DC GGON[NilON5d91r18 22, :dei6sim-, U5�1 otherwise , -din"wria, XVNM aiid ��ee Mby�01_ CONTMO14pt-rw nns7Mhries9 AY. lon- 'th . L&iicd; Sion. kkdlzVLi:ks,Am &ri6;arrd- '9_133_'-MNGNT,ffR: 1. - 1, . - , , 11 - i�l not be raspprsrble Car the aos or onlaslom, Of CONTRACTOR Zr oigan tiara pe-n-a-ral-lag- aii funushulgt' 6f'jhe ry - - J-5 WO&: - .1 1 3;5The end. responsiliiltty.set forth to this paregmph 91 'slpll i So apply to,ENIGM-ERs GonsultkntsResident-Project Representehve and assistaiiii. ;eAFIT1CI.E;10 CFI,VN4FS�IiVTHE'N'Olik 10� lf`OWNER and'CONfRAt'TOR arc'iirtsble to ;agrea as'to. the extent; y,any of'an adlttstrneitt in 'the, 'Contract-1 ricr.`,or' all udjustmcnt.ofIhc'CdntmvtTiincs;that, stuould lie;ellpived at a result of a' Wort. (:hangc l]trectitie,' :a'claim may. - made- circfor ass'pravidcd in' . Articic l.t ir: Artidc'12> 103—CON7RICTOR.shallnot becmi&dtoan,mcfetse =ri the Conmct Price orjitu eetertsionof thr Contract T s: 'with res ,d.to any',Work;performid'that is not rcuqUircd'1iy. IIhe. Contract Documents I as amended tnoditted and _suppicmtrttcd as prcrvtded m paragia�hs � S and'3:6 euejtl in the casc,of an cmeegcncy as provided m paragraph G.?3 ,oi' in the rase -of uncovering :Work-- m provided in fmnigniph 13:9. 10A: OWNER and,CCiNfRA&.,OR `shall cg6wlc; ajipropriale Change Orders recaniiiended by LNGN1 GR (Cr Writteh'Ainand enla)ix v edng:. 104_I." changzs'in the l4orlc which ire. ij old' 6d by OWNER p irsuartt t, paragraph 10, I (u� reyutigd, tt ceusc',of, acceptance of 'deefectit'e Work, udder paragiaphr13.13 or correcting. tie e - W Wail, iuxter panIgIn 13:14: or (iu) agrztci to by the F I lcss'. IU 3 th�riges iir the f'ontiac� Prrcc'oc'Contric Tunes�u'}ach ue,:i�eed to hy:thzptrlres„tml'- 104`3. changes:'in the.Contract P tcc; in Contraci, Ttmis'ivhkh embiody'the;sutista bc' of,iiny Kitten derision".,rendered'"'by-:BNGlt Ek ,pursuam :to, paragraph 9.1.1 ,pruvtded Itiat, fi heir of execututg Wiry such Change Ordei, an appeal may be taken fiom', un}, such :ilea m4f in +accarlarieewith the`provts7ons ofi}rc'Contracl"Ductmt�•itis :and applicalile•I.aws andReiplations'butAtlring sny,such eppppzeaal LO I kAC71'OR shall Carry ohn'the 'W(k arid. adhere .to ;the"progress scfie ule Eli, provided . in PamBrePh ti29. 10 lf,rmtice Of any,change allectirig the genial "scope; 'olthe Woti.•itr the:provistons of'the:(.ontractDoui Tents `F;Jctx: GE•Iv!EFtAL �GNUIT701+3191!1-8 ti � s�ijc�it. ;wr air or t�a3 aiiu.tns stoouacAitgNs ixtivtaoiwi (mdu'dLne but not.itmited to,zConvaa Price a Cortrax Ttmes)"ts rayuked by the priivistons of any IIond:to he I a Sorelyy, the givi.W of any sue --notice µill be CONTRAC'TOR's,tesponsibdtty anil,the;amotmt ofeach ,aPplicnblc Bond will Lie djtttedacli'' din' ;I' AR"CICLE-]1-CHAKGEON(OV TRACT PRICE' 111. L The Contract ._Iln. cgrwitutcs the total mtnpcnsauop:(subjcctin authm�kd adjusmicnir) payable to CC3NTRAr` 0R for661i f tram iaj Utz Wail.. All duties: 'respargthihucs`and"tions''asstgncd to,or urtderiakeir by CC7N7 RAC I'pR shall IWa i ONT. ACTOR c expense �5v�ihot$`change in,t}ie C.ontraci'F?ncc. 11.3_ The value' of any' W,ark- mvared'.�hy a Change ;Order nr of eny.-claim for an adjustmenl�in the Contract hici will be'cletermtrtcd es'ulotvs 1 i'.3 1 itlhcre the Work'inir6Wed is cotered Lry•,u_riit, `ri contained m the .C6aon-pavmenm liy application of such unit prices to ihe:yuantthes bf the irents involved :(subj?at ui ilia, ;provisimu"-oG ,:23, 9 • parg�ephs l 1 y.i tbrouelt ! 1'9, 3; mclusiv�e); 11 3 2:. •where the ,Work u vbhrc l is not covered by' unit paces contsinc;a'in the Contnici bociuncnts, by':, mutually. agreed payment base 'including l'unp`"s9i (may, tticlude;nn all6iyence for overhead and proGT mot nece_ssan y ,in accordant , .wiih parigra.ph I l-G2); 113 3 vherc the'+Work involved is not covered by unit, ones' :a Wined �in 'the Conrrxet 17ocumeMs and :aererment to "a..lump: sum ; Ls .nut "reachpl under: pam&iiph 11 3 2 tiii.the basis of'the Cnst of the'Wi rk- (determmcd as provided m:pwragaphs 11 A'ark Ch5)' plus a C C1N I hAC OR's fee for overhead and profit, (.1.1 iinydaspmvidcdmparn—era •Goa ojthi' Wark 1.13 :The term cost of the Wn&,means thusum of:an, tcists neeessardy a V' ftrcd arul palil, ' CON"TR4CTOR iri' •tlie proper, ixrformance of the Wort: ,F).cept as;'othenvts6; ,riiay be ngrced to m tvri[irtg b)' OWNER, such casts shah ;P to amounts no hl�lier than those nrevailing in the IgraIity'of 'the'Irnjcct,shall'mclude only;thc'follrnnng; items andishull not Irlcludc any;bf„thy cosLc itcmisd fins 1parai aPh,11;5i 11 4:3: `I'aymrnts :inadc ty CUYI RACOR.,to-'the' Stibcontr_abtors Coi- \York^performed or'fuuusFioclfy .SubatriaaiYara; if recfu'ved sy''(71VIJF'[t,.. liiCUCU�R'RAI::COND1n01� �Sln-x (IY7(i illidm)k _• 17 1l OFFORTOOLNBLIMOD-lEjeA-nONi(TWI •1J7nW)... 0 h; (fists of speotal ;consultants '(including but not, limited 14 en,gntto ccrs arehitc,as, testing lab •omlorres; ,sur surveyors, emeys.-ani1, accountants) employed." for. scn Ices sficctlicaily. rcNiid .ta ilic - -I I ;4 s � StiPpletnental Costs mcludrr> tfie Collou ate proporuon ;o, necessary. [tanspot'tation, travel Sad suk7slstenc_e exprnses;of CC7N7RACIORs "cntploy_ecs-,'-incurred in discharge, or. duticseonnected-With 'theWoii : 11 4 > 2: Cost, :ih61udinptransfinrmuon -and mamt?rtance of ,.ill materials Supplies; cquyimerii ntachtner}',nlipliances nfflcc a, id tempormryActhues nt_the site and hubs tools'ngt armed hythgworktr�:ivhtch arc consumed in- the perfontiancc of the 1}'ark, and cost I� market. value of such ttcmsused hut, not eonsum66Which rcmain the 'propertyofCnlsrl'MUM ' 11 4.5.4; 'Sales cmi4umer arse of similar taze's re'htted to ief iVork .and' M'0 which C(1NTRoAGTC)R is Lalile tmpbseilLatys tiriil K atiletiru: bepo its„ lost, for: causes other than negl gencr of CONTRACTOR any Subcontiecfor or anyone d rectly or" iniGteclly employrtl,tiy any%C,t}tem.or;for w se acts'any, of them,may,be hablr and,royalty;payments and fees fo,,p,a qt and hcuiscs. 11.t3.5.6. Lusses.;atiil damages;. (arid, relstecl .c+cpatses) .c'auscd by damage to the Work. heir oumpensate'd by.ulsurance or uil � ise, iLZi ied h} ; CONTRACTOR' in mneeetionn with' iihe' 1 A3_7TficicosI qfIn4idM 6�1 and s6n4 , , - . 1. � .,.. .,Ary lkcBitiesat,the sit'� 1].4.5X Minor such as, tcicjriffs, long :8tst atice"Ielep'honcealls, Iclep one service,at the site exprcmig6 and similar, petty. cash 'items .in. lconneciian Wiiii4hiW6rk. I I A5.9 I 'Cc& of *nfium� for add!66rval 130n�- add ih:s� I ue rcq-wre'd:b5_c;a6_sc_ W-ork.- 195. w- the:Falloing- �(152 F-x7p.e.mses,of-C�OiNTRA(-,TOR's,�iincii)il� ' and bi-aWch offices; . es- 6th'.�r--itiiii�C)N'fR�ACTOR's bffi.c*a_74t., .`1.1.5.3'4m-y-_"pe'rt''of _ CONT-R-A'CeTO *R". expmses. mctulmg Inter, an CONTRACTOR'S .capital: eMPIVed ifti &-Vork.und dtar CONTRACTOR 1�5.4 " toss 6f.prenikuns f6i,Ali SbfiJs.uqd'4or'all inane whcther."6i'h&t'CbNTRACTOR is ivqutrid .by.thelContfucDocuments uments purchase, arldtnair6,tn� the same (axeept fa.tlu x-o sv-6-r'd by UCD&ub,%RAL,coNYm6Ns 1910-8 60Q utiv6i, ."i;46iT0r,FORT �xju Iris NI6bmr_A"T'I0-N3(_RhV' -'I'MA 10.) .,11. ,du of CO O,on vonc directly indirectly �1?y�c'd of them .for or, any of I M, I b�iiTZ �g � no itdthe 'ait2cuon oC'-tklretne Work ,dispo�l of matFR.4 oE-.e orb� _qui0me�TuTg' siipplfgd. aril maktrie Te to pro good any,�amaI; paty: 11,5. ,-pth� I � ay2r"d.oF'cenenalcx nse,cos6 of kind and the:costs of -any; R��ino specifically andexpr iAJuWded_J.fi ImImmpW - _ I . t 11,4, 1 1A The C O-NTRAC OR's 4,fee 611cwm. to CoNrFRACTOR' 'for Overhead arid' prorii shall ithe 1 1.6.2.,tt n'Fizccd flee, ismot Yellowing •r'le�r!pc es,of.themarious p*.brfs6f c G oftht work-: 'A .1� 40r co<-; mcuffea under 'IT -4.1, and_'1 VA:2 the, ('0 _' . n P, '114.22. ro'r ic4sts ;m,mrTM_ dider. ph A3 tilfive . pe . Iwni where .one '(7 . r 'more � tiers of subcontracts arc ,Wmic-biLiis ofcoif6f the War - 'k plus -'k"iid;- no" 6xid kc-'Li hg'_mcd.'uf' ' ' - - amcttt of :i�arijdj�� 111,4. 1, 1 jA and I is , ijj�6tl , thO , StL&Mmator whol, actually.. performs or furnishes the Work, ai w-lialever net. ix 'fT'T 6 f a cc 1L )Sts moaned Iiy such 5uba+ntractorwder paragraphs 1 IA-1 'ah-d " 11 4'2- 'a6d''(16t ianoy higher li&r. Subconiiacror Q*CbNTRA&ORAW116ch be' I e4niwpaid-to tla in;! .." 6' ith:the -OR NI t'but not to.emeed five �percent of-thc amount Paid to the nc)d, l6wer I f.6,2A. no 1&skiall be Payable onlle--Iws and:11S.' 11 6.15. the Rmoumof LTedit to .lie -allowed b any 6hange wlLh7resuhs in a-ifer deaekj!lin costwillbe ifij arAoUnt bfthe-ictual net dcdease in*cqlsI[l0L a 'd-iductig"n in CONlTRAC'TOR$_'fee, by p,mnould -quit I i.&-2.6. when both addai(iw':arfd 6rcidlt� are - i I wolvcd I in,tiny, I one change"the d' �c a gilameni- In CONTRA-CT"OR's_'Fc6shi'l.l-*4,";omIPuIe". d.I""0'_ ;,III' basis bC theq0t,clran6CInaccordance N9% u'Ith . parig-fa.0n I l�6,-2:lLtNib6ghllL6,'2-5,,iridltt!iVc tj i Whenever the 66m of ,airy: urmk be s25, • 'dolzrnuned _pursuant to palegtopiis.114F,aatkl 115.,, CONTRACTOR will .establish tend' maintain rectirils'' IhetroC m a6cortlance with �eneralfy:,accepted accou"6 ;prscucxs and submit h Curet kU-4.table t6 ENGINTECR-an 'itemized cost;brcakdown to Aix supparimt :data: `Cash il[lattiancrti: 118`[t'isundt.rstoucl;t}iatCVNTRACTOTEhas•includeil� Iin the Contract Pnce ;el] `allowarioCs so ria'med m the Convect Uticitmrnts,andshell causz,the Wort. sotcoterzil {lo tx CurruJiedTand,perfiumed Cur such sums ss•Tuy.;be acct lnhle to (3WN1iR a'r d FNCiCNFfiR COM'FtA6TC)R': agrees that: •IlXi; the :sllowanees °include. 'the cost to' CONTR:AC CUR{less ant upplicable trade iliuounts) of materials and cgwptnent required by the -'allowances +to be;dehvered of the site. anil all appLvablc lases, and 1182.=CONTRACTORs costs ,Cor unloadi_M end,. hartdlitt3,on the stie,�letror trtstallanan costs .oierhead, profit and other ,expenses d6r templated _ for, the aWwance_s have hee i included, in the (,'ontrect I r{ce .and -not to the'>,altmvances and nu d6miiiid for chu adonnl•payment,on account of an} ot'tlic' forogoing tell be;vand. " Prior to final pavmen an approprtete,Clvitge OrderIvill be issu-ea as;r,sommuidcd:by FNGfNF.BR to rc116ct Actual !amounts due CON'rRA(5;I'OR on account of Wdrl:.covcreil, .tiy �alllnvariccs and,.thc-.Gont?pci ('net.tilall be_ corrapor dingy adjustd:" -1M. Utiitwce lvorkti • 11.9 ;Eui,h unit price %vil be deemed to ;include un amdttnt cmuidertd liy CONMACTOR to be"adeLivale: to co�-tr.`:CO27TR;aCTORs oveitiead arul.prbLt.for each sepurateld tdintifed tian., -..,' .,� lI 93r:0WVER. 6f CONMAC—I'OR may .make_ i claim; for amediustmem,•in th_e•Conusa PiCC;an' ;ticcvrdffiicc With'Article •11 iC'.. 1931 ,the quantity ofaty itei of Urt Pri Me Work rf,. ,eis materiallyand significantly from, die ,esiimtited, quarttit} of such item'irididated mthe Ageeniznt ZG EJ�'0E*�"'cONO1T10N3.t911Ntf1YJ0_Edilim)1 -. w/UTt OFFORTOOLWNSMODIfICA71ONS�(kyVAlluW)„ is an +-1;1'9 3 �: tthere is'nu cortespondiiig adjustment 'wrlh reSpect,t0 anV [dF�er'ritm"nf lVoik3 aml ' Alj,9.33E it >"aMTRAt.rOR� ;believes `lliaf CONIRACTOB 5s entitled to ;iin.inciease ih Contract Price as ci result'.of liavLtg" incurred atkhuonal 'e�p3 se or' OWN -R_ believes `flier OWN IFR i5 enitticd to a decrease in Contract Price and the ipa— - are ,unable, to ,agee'ss to_ the ar[16 (il',of airy,such iMTeaseor d&Tease 11:9:3:4: �CONTRAC"I'OR� acktowlecLes't}iaf aNFOWNER'hos- the :rieht io add or delme items iri .the Rid'6r7chance: quantities:at'OWNF.R'S'-&ilc 'discre ion:without affed _me lhe:Curttiaci'Prite-of. ;anv remaining.item+sn lnng•ac:the.dcietion iir. ihddttiom does n t ex . lwentV-Lve Percent „off. ihcnriginal`taalContraetPrica'" "' "' ': KF2'I'1C1 @ 12-('HAt1GE`OECOIVTt2ACT'f.IMti5; I?:2., `All hmz Iquus stattii in Ihz,Ctiniraet Uocwnents the of the esvi niie;of the Agree_inerii' deeuei3lobedelays wiffiffi the control of CONTRIA&OR. AR1116XI 13—r.-VxT_3 AND I INSP ECTI OMNS';' �C61iRF.c7riOiN, RINOVAI, OR AC(WrfAN,CE'OF DEP-f,'. M.VF*OklK dm.-,NoticrofDejecYsi �.Prompt notice of all ,&fective"Work- of .-which �OWNER- or, �NUNN613k' K'hv'�� 11-C!j I t6`-* 1 -4'6 Will- !W.j�ivc'n__ tc') P lft-NYC CONTRACTOR All defeclim Work JFfav ii: rejected, :c6 n',ec't'c- d or Scce'ru d as' l- "ided in'this A I irov- rtic c,15.- AccegtmWork 13..,3 cbTqTEu\(4(jk -shall give ENGINEER timely�I;tic e of � readiness - of the Work for till'reqy�!-Kcd 1 C - it :I , eez. sts or - a . pp.m%'s -1� ,a Int, iul� wo-p crate -ard, itfirigpersonnel.tb lkciliWcre4_uircd* im-s, ,114. an. -Ind6p'e�oddnt Lextin laboratory ur kifciin all ltests, -br�dpouvals' rc�q uirdl byW',Contn1c1- 13 4l: for inspections;'iesLs-or-'approv0s coicrcci� by p . aragnipAi 13.5 below 13:9?: that costs in c-o* jreetiicinjwfih,tigs C14111151 condki ,pummj to,ppragrapl,139, AL OND- iEJCQCU&6L -y"cir, ii&�ibuiiii; Ni666,16knONS MEV- , :iv &T1,7000) beloS -ihAll be' odid 4s, 0 ided 4h .said contract Doctiments, — 11 4- . . 116 if ahy,Wpwk (br'thC�Iw4k of others) t6vis to be .tnspcctc& . tested q I r sp , r . ci , v d I "m 'Co-verod - 9�- CONIM ACTOR, w`iihmitz' %�-Tiltcn cuncinTence of KE*P,'Rr. It MUSt� I rcqi� .. liNIQ1 ' - if, - - csted _bV-� ENGINFER4 be ur1C_0,Vcrc'drdr6h!� atic-in. - , .. _ 133- ( JmCoverfrg W6ik as.rxcvidCd in Jzimgmph` 11.6 shall be at '(tNTR ACTOR's -exrmnse '. "unless CONTRACTOR has an cn;FNG[NFCR-tiincly, nonce; of COT,iTRACTOR'S'_ irdei�ibn "to- ; c'md Alto same and ffNM%-FR lia:s:ficyt'ac't&A'w�i6 r'c ... asona _ C p popipti= in fresp I o= to . such not I& BA lr-any ,Wmkt is_co I vemil contrary' to'the written es re'u ,q -t of , ENGINEER,it must, if requested by iqrwp1ace&tcb ar,qTRAcTok '2 7, Pi • F-1 L 0 • 0 0 r 01's c i0it. -,p �unablc i =,t as� toil -Onloom or qdan c , o'- r't a O�q Q�i? 6&�u!�', troake h1daidi ffie P, �OK�a� AritclesI 1*iz., ,-OWAZRMqj;,Step the Cnrrecteoh?nr emos �w of D e ,13. 12:-. Cbrieaibn Pift6i- 131? Jtfi s'N6M ItanI, I uf,�equlpfnzra, .. "I , CA �F Rc 'M,:COnIMUCRs,yScrvlcc ;before SQbsiri4inL, ple�qn%qf all Ih6,rk-,' ihe' �4rcofci�'Periq- (0!1,that: iL-m �pa - y-§tarj,'to run from 'q'n so OTdvid6d'ih;ffc*Somf]Cs iufis, , t or. Wnrt&fi.Aft%mdfficnL - EJCUCUE%?L&LCONDIT16M l41tt811fill1 E(64T1k. 2� �, �"bjr —.- FMT,C0 J r�S MOi1'1IrjCA-nON-j (Rffv 4/2ooa). Wort, rewltirig therefrtitq) has, ..bran corrected. re respect; 6do such Wori.-' Mf,as etv, tkvo: yc or,rc T UY a1-;O coni�ilet 6d "damages tcih include .but 6ot, be, limited to all,c&i of, �refxair -or ; repii&incnt or work or cvdimi deit;6yed ;damaged, b I y . correction, I remove_(, moval , or-,ri:plkeniehl iof ;cc)NITP,Ac,ToR,s liifevfin,e w6rk.�_CONTRACTQR!shatl not� e� a an cdcrMon Me of 'the 'C4jn"ct'Yiri1es , (6i .Nftledb!,ppy.demy'inp-jrtonRs n6c:'pf,tlIi Work."uttnriL- table to th-c.cxcrcise by OWINTMW OWNER!s .rights l an d iimedics iier,:Ii.nder.- ARTICLE 14:-PAY11ENTS TO CONTRACTOR AND �i26�4[`LETION ,kSedItie'of FaLdev I . Wbis'f& progress p progreymcntzi intid orill',be incarNm . ted'int I a a- . forni of;Application-clor" Pay nienl'zAtsbk 6 04GINTEER: Prupr_5` payments; "" % _Q� �_n -hc�" t f based on :jjni&E64lctcd. for Progress 11avlll Old, COINYIN CTOR 's Warinaty of Titti.: ,14.1 G0NTTRAc-Tbk,Wah6ti�6;id --mirantees, that tide 'to all %Wcrl,, itiatipaLi' and e4uip�at, covered by anvy z:Vplicatibft toc- Payment, whelher_ihc'or `ra(al in"thts- .W, , , , , , Tiroyect -&'ncl. w411'pis'i&6WNER no later than Ilk time. Peyrpept free ii dclearoCelll.icn . :Renew 6f.4ffii&fionj; iw Paim 6 t: fiiProgr 14.4. LNGWEER will...widiin4m days.eifter receipt of- ;fflch1*',li(iti6nf6r "e ,either mdjca 'ti t6;01VNEP,or rct6in the Appu&ationioComvkAdwiz: - tb,� "ffie'l ,teconiTen pay!peM:- n _ a �6 clfblt. lc� ffie- necessary co C' u III ale may; n C, ne, _. , ; - .after a Ten days ..a presentation �o *:AlI6 Application I" , - I'll _ " with for Payment W1 s re6minieti6tioti'the'tiniouiit-reciamjiirnded will (-wbjec;i to tl,;e- - " ' ' -f'theItk'"cnce 'of paragmbli,147) proYP!IcP39 a,, bc cu_rncdue -ufid,,vhen-rdue will be earl by OWVNIiEZ'iq CONTRACTOR ' I kg .. � __ ild. .1� , 14.3. 1 ]-*NC71NFr-' recomme tion ofany pappent requested in-, an Appli'calio"n" c6rpaymen-I trill 160mlitute:8 mprientkioif bV+,NNGJNFP.R to (MAR. tensed; on a the e,x'e-cutcdWork professional and-o—d' ICIk to. the accompanying ditto bndschedules.-that to,thr'best of 14:5.4, thc'Voirk prugmf %to thz po.int indiieitcd, .14 5_3� the(_ T 6,'di �Lio , n , a to C6 I'T �.R f,:; ;Ibthtv 14.7; rNGIN - EFR!76y,riiiiic, bd reabin 6&id ftw� hole orany,part of any payment if, iii-ENGINEER's,oppon. it would, W)ncorrec't 'to' 'niakc''tthe r'c' prese '29 • 0 • • 0 01uNGR refzrrad to tn'parn�aph�la:5, L'NGIN);IItiney rulso rzCuse to izcammenilany. such pu}�ment, u%lxcause.of ibsequrntly,,, dtscovetrii evtden'• br Ihe, results ^pC: s ibseyuznl u�spee nuns' o ,.tests nuccllify any such payment prevruusly arecmnineiidtd; to such:cxttnt•"as` stay ;)zt neczuAry„in':N{iINEBR's opihiori'to prgtec['OWNER. Cr`om loss bzzcuusz:- 14 7 1 ilie Wort. is ii'ejec ntie pi cumpletecl Wnrl.'has'; been iL+maged royutiiiig correction or replacenteill: 14.7Z. I$z Cdntract Price has ,been induced ;by . Wn'tten,Mbindmenl'or: Chartge (:kde(; 147 3: CAVNER has been required tp• •,cnnecl• 'djr;twe Work or'cr i plete Worl 'rnco acrdari"i aii' paraeiapli''13`1'4.pt- 14 7 4 FrulilNEElt ahss sct iul "lmowlatgc'Lof +ilie? occurrence of ,:an " of the . e4ims cnutneratca in; pE i pmplu l5 2: l thr�nh115 2A-4 cl'-sivE. ;OWNER my cfusc tdmiikc paynirnt oFihc full'amouiiG• ;reoomm coded by HNGIN6hR bersus 1 d 7 5 ;claims •hat z .ban madi'agattt9t OL�TTFR on; amount of CONTRACCOR's pvrfbmt•tnco or ft coshing; at t}ic Wp�i;, 14.7,6: liens hate hcen filed in`eonn cnumavttFt;th�•, '.Vorl:;�erce�Jt.wliete'CONfR;40'1`C?R he's;deli}aed a•� slxctfic'Bond sattsfactoty'tii'()1NNbK to-szcure tk¢. satisf anon mad discharge of sue Li",, 14.11 ifiet-6 irreoth�rliemsintiilingOWNFRtoa'sot- u1Fagliiut tFiz atttoiint remmintti�izi3.-or - l4 7 8 'OWNIR Luis• aaual knowledge', of Ahe ;axurremde' of eny;oC the ayrrita enuineruted 'in; pamgrapfis l� 71 iM1roirgh :1"4,73, or,apart+grrirhs.1521 thrangli 1;?;2�4 r(rclustr�_ abut OWNTiR.must give CONTRACTOR imim •ite written nonce` (with, a ,aipy to, FNGMFR) stating, the :raisoru for such acnon;artii promptly_pag CONTRACTOR {the rtmaunt so_ttithfield any'adjuslment.theieto aereed to � by` , v0l1k R ar'rd "CONTRACTOR: _ 'when CONTRACTOR anretu to •OWNR2s x-itisfktiun Iliz: Slibstdiitinl. CoerjiLeri ai: EJCUC UE' JERAL'CONDI710t.^S t91t1 (1'JJillEdinm)i ?� V /6. Y OFFORT O&LIJY4 MOUli--lb fOAii OWN fiaca) 14A OWN'rM sha11 liv¢., the right, to Zxclude. CONI'E{AG'CGR fCom the-,''.ivor1, aRer the date' Q Subst•tiitial tu Ccmlplenort t OWIVLR ihall allow CONTRACTOR.reasonable acAes3 to'oompikv, ar i02ect nzms onrthe tcnfi�•itiv. list=, Paitiui•UBfi;gdein: 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. 95% 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 Section 00520 Page 3 for payment. 5.1.2. Upon Substantial Completion payment will be made in an amount sufficient, if necessary, to increase total payments to CONTRACTOR to 95% of the Contract Price, less such amounts as ENGINEER shall determine or OWNER may withhold in accordance with paragraph 14.7 of the General Conditions or as provided by law. 5.2. FINAL PAYMENT. Upon Final Completion and Acceptance of the Work in accordance with paragraph 14.13 of the General Conditions, OWNER shall pay the remainder of the Contract Price as recommended by ENGINEER as provided in said paragraph 14.13. ARTICLE 6. CONTRACTOR'S REPRESENTATION In order to induce OWNER to enter into this Agreement, CONTRACTOR makes the following representations: 6.1. CONTRACTOR has familiarized himself with the nature and extent of the Contract Documents, Work, site, locality, and with all local conditions and Laws and Regulations that in any manner may affect cost, progress, performance or furnishing of the Work. 6.2. CONTRACTOR has studied carefully all reports of explorations and tests of subsurface conditions and drawings of physical conditions which are identified in the Supplementary Conditions as provided in paragraph 4.2 of the General Conditions. 6.3. CONTRACTOR has obtained and carefully studied (or assumes responsibility for obtaining and carefully studying) all such examinations, investigations, explorations, tests, reports, and studies (in addition to or to supplement those referred to in paragraph 6.2 above) which pertain to the subsurface or physical condition at or contiguous to the site or otherwise may affect the cost, progress, performance or furnishing of the Work as CONTRACTOR considers necessary for the performance or furnishing of the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provisions of paragraph 4.2 of the General Conditions; and no additional examinations, investigations, explorations, tests, reports, studies or similar information or data are or will be required by CONTRACTOR for such purposes. 6.4. CONTRACTOR has reviewed and checked all information and data shown or indicated on the Contract Documents with respect to existing Underground Facilities at or contiguous to the site and assumes responsibility for the accurate location of said Underground Facilities. No additional examinations, investigations, explorations, tests, reports, studies els-r�ceipt e. -1 r -or other collatcH Hoy, Lien. Meas6'6r wkiveis of1hens —AfidAe.co1w t u ,the: "ar entare7to be-subtfiiitcd'66 foorns conErmine t6the:farifitir-of the OWNERIS wifich !Ccems buLmd in tht�Proi6ct,manual ., F-Ol rkp?#ent anti .4 cFqpI4ci, 14, 1 No cccupancy,or,scparatc opcmiion of ra..n of MAVaik ,�ill ' be a�6ffiplii)35�1 -drlo 69--nii-pliance. tAttf'the �4 � N " f' - -� " p , p .!eqijtrTpn, , of parap .. .... l5 15J54i respect dr prop" insurance. kraal Inspi!Ctfan -164 :13-1- U'p n i'fitwn'fi6ficc- 'k ':dvxthKa ;entire WorlCor an ngrocd porhon'hcrcofI s comol*, 1QGNTfR j�]JJrake a final - With OWN-R :andc0N*rk.AQTOK Find%0l nitiN-CQ91'KAQTC)Rhi : trfilgGF811particulars nwhich this ffstiofilreven 'shall funiiieflately ViU such measures as are rnmessnry o Final Wicarion for fi vnjenv Waiya bf Clithirk"; all, da+ftsql-o'"R against COgrR:A(--TC)R:, Xcel . A �Clftirns '8rmmg,'-&6ni- fiom'-A or.d' iiryi qK,e kppe W .- -3 V ,Ai6iv or roar &jLL I Nsm6ou.lA,. CTIO'N'St'RE0,12000) • 41 0 .Carol .irisjizciinn pitrsuant to'paragaph 14:1,1 fnitrl� fat to ex raply: tt ith tha.Goiaiact DoLvrorsiis or.the; reran"s of�any spor Crean •CONTRACjTORa continuuts obbguti ms taxlei the Contract Documeits:;aiul, ' - - 14152.'_4 tYaiver;oCall ilaans,by COlvfFRAtrTOR; �gaiiat MVNUR other than'thbo pravioiislyMade in writing and still unsetitcd. .7UMCLE.;-:15nSOSPENSION .OF 11'ORk AP�ti, :1:ERniJ NATION , V Jj/AER;IIav Susjieriil=l f air/:. ,OtWNf R'dftij+; fernuanlei� 132 upon`thc:.uccuri-ce of,ahy one or, more of the following eyctas; is 2 I tt'_CONTRACTORpersistzntly trials toperfortn. • thz Work n ac�urdarice with the Contract!DocumciN.- (u tludutg but rnt lutiited to, failure to supply sufficient - skilled workers or sudablr materials or.tyurpntnt,.w Wide tosndhcre to:ihc progrsv schCdule established under. paragmp_ �,9 as adjusted '6otn ,time to rotas purauanitoptuagapli l5 2; 'if CONTRACTOR disregards I nws. "or Reguladonscsfanypubhcbodyliati�ingjuttisdigien;; ' 15 3 'it' CONTIL� TOR disregards t%te outtiortt3r, IITIGINGiR;tir 15 2 4-.'if ,CONTRACTOR _uthcrivtse violatis,'tn; ony: —11 substantial' wa} 'any 1, prrn tsiois oC. the, C o itracl• Document's; MUCUEVO M CONDlnON3isles6AE"), 12 m/CI1l OFMOATODLWNSMWlN1CA710N5;¢!LV A/1,OW) 0 Ni ere t:()\'I'RAUI'OR's service 'haKe hc'cnaso' terminated by,Oy1NERI; the te_mtirmlion,.wtll not affect ;any .:rights or . rcmcdied• of- "(UWNHR - ,;ac�"irtst- N. TRACTOR .Lien cvsting"ar whicFi may thereafter. accrue. e ny, retentum, or `pa}ment; of'''moneys.due' CC)NTl2A("I;OK by AVNFR ,will .not ' iclea5e CCiNT1tA(;TORfrom liability: i�A. Ijpon•.,'scvcn, days. written notice to` (PNFTRAMVR ;and F.NGJNf.hR. 'OWNER may, without cause and without 0,rcj6dice.in any other rigf.Td temedy.of OWNFR elect io ttmttn tte_ the'nrecmcm. Li such .race, CON,rRAC'I'Oit...sW.l be lxaid -(withgit duplicatidn of any'iterfi*, -15:4 I For coigpleted artd _aacptabld Work executed M accordance,iitth�dFic,Cceitrsct Daciitticnts,piior`tn ale effective date+oftcrminatfon, including fair and . ryosorable. sums fair overliFad and profit o6 such Work - (Late, of termination vt.;performmg-.;scrvte rind furnis ung„lairoT or `• mntepals agwasrepment quiied by-;. the ,Contract Dnrumenls •ct>rine�don with' uncomAaed Work,�phts fair and rea"soiiablz sums for rn erlx aB Enid pt of it on such expensm ' IS:d3 'lor"all dgiiw 'cosu tosses, `and ikmageS utC arttd tit' setilemcnt tof'term natcd contracli.,tviih Suboommctors,Suppliersu.d others;cand. 1543 .For•.ieasonobla cyietses directlyariributable �lo'aermtnenon .' `. .... ,.. C(ii,rM &OR`s6fl*,not be paid on sccbutn of lass�d anticipated profits or r�teauc -or other ectmot I-c loss .inning out oror re'suulturg from such terminatorL - COAkWT0f2.&]#Stop; Worfr oixa;iinnate throu'ghno aft or fault o[ CUPiTRAdo,K the, 'Work is susptiidded' Cur a period -of more Ilion runt)'•"days' by OWNER -or to der an ordero- Court or other, public out} dn`ty, or, I-NG'INFFK fails _to ad on an}; Application 'for Payment. within thirty days_,after d ,is�submrded Or UIUNFF2 Cads for thirty days io'Fm}'G4N CRACTOR'enY.. - 'E,H� ARTICL , DISPUTE; [iFSOLUT16N .ARTICLE 17-NELSCELIANEOUS !-qm4,v&ice J71. Wh�evcr fLr�y provision -or the: �cdrktrjcl- Docum��nLg requires . -'jhr;p' YUi4k,- of WTI'Iten n6tiCC; ,i_'--'"it�'Wilf '6. d&hed:A6Wive bF�n,vdlicy given if & tweet m prson.to tlemdividualor to fnz'mbzr of tht finor to'ano ffizrof, 1the corporation for Aom%h is LtLende&ot4f defivaed our sent .by-'reg-iista-cd io-the list.busiiicsi address kri di of the YVT �p -5 91VL7 112]. Mien.any- period or time'l's befaritl'ta-mi the. Coh"ct Dmuhwnts be: oorplitited tb v trw �,IasC diij, 617'��SuLh pperiodIf,thcAsst &V-6f 3 spysuch penal Calls ori.e SIu-ikJsrsunch- or or a d- y.made.a!le&lholiday by the [iWof.LheuppEcHblejurisdictior-such day will be bmifted from the C&M' 6TY br iidya ormu mmoDWICATIONS OW-V,1120UG) I ftDrd -Midnight 4o the day- ! 'Yocopf 64ii i ; ,17 .5i 'WheneV6 rcfeknc e,i*;madcIW "claims costs - and -&-maws', it shill inclu&,'iri eadt casLAixt'not be'I ihi 4M to, ill k8s'-aftd. t , I !-r-% a,r,-Cmtd-'c't A-; attorneys etxl, mother p'rcife!6i6nab and all court- or, 17.6: T' e, tit ikC plorido 1 . ml, ,tq tl�iq- . -w- Afirt!- ;-n—L!e jMs7re"r�--tq hJn pert ntnt Colorado sLittjtes :are'nfollmm ,17.6.2. flf,a claim `is filed ONVINHRyis i0clW=J by ,kiv'(CRS 38-26-107).to.%Vithh6ld fivin sH payments to CONTILACTOR sufficient (tails '11)Nv ir�c -the ��mcnt of all- cla)nig'for lab&.�fn ;;kI'--,Cflim provcnckr., of other su6plies ,Li§e& &r'c6nsttrviM �lw'I'ONVFRACTOR'.hr his -33, 0 0 i • 3 e�cuccrevsRv'cON��nBrei�siruii9r�eaumig w/C7 wl OFFO11T.MLWNSMMlfU6 nONS(RCV V']OO())„ C� 0 171 35• • • 36 EJCUC4E°1gRA1:'CANDITIbt�^I191 Ht11J�pEd6w WIUTYO FOAT.00LLIMMODIIICATIONS (RL�V,Inow). tXMl, GC-A.to General .ConditipnSt of',Ae Construe ion.Cnntraet Between OWNER•anil CONTRACTOR' D1SI?MP.FSOLUTIoN .1CRCLNt-F,NT O1VirTER arnl .CONTRACTOR hereby tigree ihat Ailicic;16•.of the Gtnnerul COhdiLi6ns_6f the Construction' (.Darter¢ heiwmt :C VNKR and=WNrRALT(k is iomcnded parties: 46.4 Eora� r pr-3s pr iW&d to pph 165' W16V; no,aitiitrahon arising out.of cr mlattng:_to k Conduct. Documents shall include by Eoruohdatioii jourcla or in any, other manner. any Other ',p rson or entity (uaclu. g' INGINEERK ENGiNEER's (ortsultant, nd the,:a[licera directors agetns„employees or consulautn of any,of them), wholis` not a party to this Contract unless: l6.4 1 the inclusion of such other person or entiiy, is necessary if compietc relief is fo'bo'efforded-among those who'areitlready`•.tiartizs to the arliitratitm, and 16A - such - filer, person; or entity',is subsiantisally involved in a_yucstion•'of•Iae orvfactwitch is dominion - to those whoare already jmrttrs tp<<t}ie.arhttration aril' µ•Fitch will arise in such'hCocecdinea• -M MA i the written consent of the other 'perum or entity, wti+htgto bc-tnclwlcd,arfd•of 6WNEli-ariG ' e`ONt RACMR has'bccriahtained for such mchision; wtitch consent shall r ake speetGc`[efcrenee t'o'lFiis jiti'ntgmph 6tii-,rro such consent shall coitsntutecdnsent. to arbitratiorrarany dtsptiic trot specificaliy'ticscribeil iri acli:ctxisenttor fo:arhnriition with an} lntty.,ngt sppeifically;ideritificd in such consent: • I6i5 Non"vthtaxitna;jzuagraph lbrl tt;n claim':. dispute br othei, matter in question between OWNER•and GONTRACTQR °inrolves'tie Work of'a Snbwigractor- either .o"wvik or .CdN,r,RAcrbR .:nay' 'join such 'Subctinimctor as a part} to the.arbitfatitm between OWNER and'(ON7"RACTOR hereunder CONTRACTOR. shall include in all subcontracts rcglwed by patagrapth' 6.11 n s)tcsific pio6si6n:whcniby the $irbcontracutt conscr is to lxing. Joined in an arbitration lxtnscen 01VNF.R and CONTRACTOR; involving the Wort of such Sub&ntiactor •Nothing to this paragntph 16 5 n6r in the: pr• ovisiitxn cf such subcontract;6rtsentirig,16 )oindei shall arate' Ay,claim,. right .or .ca'use,'Of ,acutm mCIN'd- of Sub&ntmctor and aghinst; 0I'WEF, . ENGMtEZ: 6i ENGh�TEF?R's Cotisuttnnts,that dots trot ot)ienc tse eu5t. 16.6.mT,la, he award renaired the arbttratats: will befrnali judgent may phere'duipon diria[iy2courtha4ing J,unscliction dtereoE, and iir will not be subjecf :to 'moatfcntitin'orappenl: - r3C Al. 0 0 • 0 SECTION 00800 SUPPLEMENTARY CONDITIONS i • • 9 SECTION 00800 SUPPLEMENTARY CONDITIONS Conditions of the Contract These Supplementary Conditions amend or supplement the General Conditions of the Construction Contract (EJCDC General Conditions 1910-8, 1990 edition with City of Fort Collins modifications) and other provisions of the Contract Documents as indicated below. SC-5.4.8 Limits of Liability A. Add the following language at the end of paragraph 5.4.8. The limits of liability for the insurance required by the paragraph numbers of the General Conditions listed below are as follows: 5.4.1 and 5.4.2 Coverage A - Statutory Limits Coverage B - $100,000/$100,000/$500,000 5.4.3 and 5.4.5 Commercial General Liability policy will have limits of $1,000,000 combined single limits (CSL). This policy will include coverage for Explosion, Collapse, and Underground coverage unless waived by the Owner. • 5.4.6 The Comprehensive Automobile Liability Insurance policy will have limits of $1,000,000 combined single limits (CSL). 5.4.9 This policy will include completed operations coverage/product liability coverage with limits of $1,000,000 combined single limits (CSL). SC-12.3 Add the following language to the end of paragraph 12.3. Contractor will include in the project schedule zero 0 days lost due to abnormal weather conditions. 0