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HomeMy WebLinkAbout267431 NORTHSTAR CONCRETE INC - CONTRACT - AGREEMENT MISC - NORTHSTAR CONCRETE INCOfficial Purchasing Document Last updated 10/2017 SERVICES AGREEMENT THIS AGREEMENT made and entered into the day and year set forth below by and between THE CITY OF FORT COLLINS, COLORADO, a Municipal Corporation, hereinafter referred to as the "City" and NORTHSTAR CONCRETE, INC., hereinafter referred to as "Service Provider". WITNESSETH: In consideration of the mutual covenants and obligations herein expressed, it is agreed by and between the parties hereto as follows: 1. Scope of Services. The Service Provider agrees to provide services in accordance with the scope of services attached hereto as Exhibit A, consisting of one (1) page and incorporated herein by this reference. Irrespective of references in Exhibit A to certain named third parties, Service Provider shall be solely responsible for performance of all duties hereunder. 2. Time of Commencement and Completion of Services. The services to be performed pursuant to this Agreement shall commence July 23, 2018 and shall be completed no later than August 17, 2018. Time is of the essence. Any extensions of the time limit set forth above must be agreed upon in a writing signed by the parties. Liquidated damages will be assessed as follows: a. Completion and Final Acceptance. Five Hundred Dollars ($500) for each calendar day or fraction thereof after the August 17, 2018 deadline for project completion until the Work is complete. 3. Delay. If either party is prevented in whole or in part from performing its obligations by unforeseeable causes beyond its reasonable control and without its fault or negligence, then the party so prevented shall be excused from whatever performance is prevented by such cause. To the extent that the performance is actually prevented, the Service Provider must provide written notice to the City of such condition within fifteen (15) days from the onset of such condition. 4. Early Termination by City/Notice. Notwithstanding the time periods contained herein, the City may terminate this Agreement at any time without cause by providing written notice of termination to the Service Provider. Such notice shall be delivered at least fifteen (15) days prior to the termination date contained in said notice unless otherwise agreed in writing by the parties. All notices provided under this Agreement shall be effective when mailed, postage prepaid and sent to the following addresses: Service Provider: City: Copy to: Northstar Concrete, Inc. Attn: James Adamson 1220 S. Garfield Ave. Loveland, CO 80537 City of Fort Collins Attn: Angel Ontiveros PO Box 580 Fort Collins, CO 80522 City of Fort Collins Attn: Purchasing Dept. PO Box 580 Fort Collins, CO 80522 In the event of early termination by the City, the Service Provider shall be paid for services MISC Services Agreement – Northstar Concrete, Inc. Page 1 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 Official Purchasing Document Last updated 10/2017 rendered to the date of termination, subject only to the satisfactory performance of the Service Provider's obligations under this Agreement. Such payment shall be the Service Provider's sole right and remedy for such termination. 5. Contract Sum. The City shall pay the Service Provider for the performance of this Contract, subject to additions and deletions provided herein, Twenty-Two Thousand Eight Hundred Eighty-Two Dollars and Eighty-Six Cents ($22,882.86) as per the attached Exhibit B, consisting of one (1) page, and incorporated herein by this reference. 6. City Representative. The City will designate, prior to commencement of the work, its representative who shall make, within the scope of his or her authority, all necessary and proper decisions with reference to the services provided under this agreement. All requests concerning this agreement shall be directed to the City Representative. 7. Independent Service provider. The services to be performed by Service Provider are those of an independent service provider and not of an employee of the City of Fort Collins. The City shall not be responsible for withholding any portion of Service Provider's compensation hereunder for the payment of FICA, Workmen's Compensation or other taxes or benefits or for any other purpose. 8. Subcontractors. Service Provider may not subcontract any of the Work set forth in the Exhibit A, Statement of Work without the prior written consent of the city, which shall not be unreasonably withheld. If any of the Work is subcontracted hereunder (with the consent of the City), then the following provisions shall apply: (a) the subcontractor must be a reputable, qualified firm with an established record of successful performance in its respective trade performing identical or substantially similar work, (b) the subcontractor will be required to comply with all applicable terms of this Agreement, (c) the subcontract will not create any contractual relationship between any such subcontractor and the City, nor will it obligate the City to pay or see to the payment of any subcontractor, and (d) the work of the subcontractor will be subject to inspection by the City to the same extent as the work of the Service Provider. 9. Personal Services. It is understood that the City enters into the Agreement based on the special abilities of the Service Provider and that this Agreement shall be considered as an agreement for personal services. Accordingly, the Service Provider shall neither assign any responsibilities nor delegate any duties arising under the Agreement without the prior written consent of the City. 10. Acceptance Not Waiver. The City's approval or acceptance of, or payment for any of the services shall not be construed to operate as a waiver of any rights or benefits provided to the City under this Agreement or cause of action arising out of performance of this Agreement. 11. Warranty. a. Service Provider warrants that all work performed hereunder shall be performed with the highest degree of competence and care in accordance with accepted standards for work MISC Services Agreement – Northstar Concrete, Inc. Page 2 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 Official Purchasing Document Last updated 10/2017 of a similar nature. b. Unless otherwise provided in the Agreement, all materials and equipment incorporated into any work shall be new and, where not specified, of the most suitable grade of their respective kinds for their intended use, and all workmanship shall be acceptable to City. c. Service Provider warrants all equipment, materials, labor and other work, provided under this Agreement, except City-furnished materials, equipment and labor, against defects and nonconformances in design, materials and workmanship/workwomanship for a period beginning with the start of the work and ending twenty-four (24) months from and after final acceptance under the Agreement, regardless whether the same were furnished or performed by Service Provider or by any of its subcontractors of any tier. Upon receipt of written notice from City of any such defect or nonconformances, the affected item or part thereof shall be redesigned, repaired or replaced by Service Provider in a manner and at a time acceptable to City. 12. Default. Each and every term and condition hereof shall be deemed to be a material element of this Agreement. In the event either party should fail or refuse to perform according to the terms of this agreement, such party may be declared in default thereof. 13. Remedies. In the event a party has been declared in default, such defaulting party shall be allowed a period of ten (10) days within which to cure said default. In the event the default remains uncorrected, the party declaring default may elect to (a) terminate the Agreement and seek damages; (b) treat the Agreement as continuing and require specific performance; or (c) avail himself of any other remedy at law or equity. If the non-defaulting party commences legal or equitable actions against the defaulting party, the defaulting party shall be liable to the non-defaulting party for the non-defaulting party's reasonable attorney fees and costs incurred because of the default. 14. Binding Effect. This writing, together with the exhibits hereto, constitutes the entire agreement between the parties and shall be binding upon said parties, their officers, employees, agents and assigns and shall inure to the benefit of the respective survivors, heirs, personal representatives, successors and assigns of said parties. 15. Indemnity/Insurance. a. The Service Provider agrees to indemnify and save harmless the City, its officers, agents and employees against and from any and all actions, suits, claims, demands or liability of any character whatsoever brought or asserted for injuries to or death of any person or persons, or damages to property arising out of, result from or occurring in connection with the performance of any service hereunder. b. The Service Provider shall take all necessary precautions in performing the work hereunder to prevent injury to persons and property. c. Without limiting any of the Service Provider's obligations hereunder, the Service Provider shall provide and maintain insurance coverage naming the City as an additional insured under this Agreement of the type and with the limits specified within Exhibit C, consisting of one (1) page, attached hereto and incorporated herein by this reference. The Service MISC Services Agreement – Northstar Concrete, Inc. Page 3 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 Official Purchasing Document Last updated 10/2017 Provider before commencing services hereunder, shall deliver to the City's Purchasing Director, P. O. Box 580, Fort Collins, Colorado 80522, one copy of a certificate evidencing the insurance coverage required from an insurance company acceptable to the City. 16. Entire Agreement. This Agreement, along with all Exhibits and other documents incorporated herein, shall constitute the entire Agreement of the parties. Covenants or representations not contained in this Agreement shall not be binding on the parties. 17. Law/Severability. The laws of the State of Colorado shall govern the construction interpretation, execution and enforcement of this Agreement. In the event any provision of this Agreement shall be held invalid or unenforceable by any court of competent jurisdiction, such holding shall not invalidate or render unenforceable any other provision of this Agreement. 18. Prohibition Against Employing Illegal Aliens. Pursuant to Section 8-17.5-101, C.R.S., et. seq., Service Provider represents and agrees that: a. As of the date of this Agreement: 1. Service Provider does not knowingly employ or contract with an illegal alien who will perform work under this Agreement; and 2. Service Provider will participate in either the e-Verify program created in Public Law 208, 104th Congress, as amended, and expanded in Public Law 156, 108th Congress, as amended, administered by the United States Department of Homeland Security (the “e-Verify Program”) or the Department Program (the “Department Program”), an employment verification program established pursuant to Section 8- 17.5-102(5)(c) C.R.S. in order to confirm the employment eligibility of all newly hired employees to perform work under this Agreement. b. Service Provider shall not knowingly employ or contract with an illegal alien to perform work under this Agreement or knowingly enter into a contract with a subcontractor that knowingly employs or contracts with an illegal alien to perform work under this Agreement. c. Service Provider is prohibited from using the e-Verify Program or Department Program procedures to undertake pre-employment screening of job applicants while this Agreement is being performed. d. If Service Provider obtains actual knowledge that a subcontractor performing work under this Agreement knowingly employs or contracts with an illegal alien, Service Provider shall: 1. Notify such subcontractor and the City within three days that Service Provider has actual knowledge that the subcontractor is employing or contracting with an illegal alien; and 2. Terminate the subcontract with the subcontractor if within three days of receiving the notice required pursuant to this section the subcontractor does not cease employing MISC Services Agreement – Northstar Concrete, Inc. Page 4 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 Official Purchasing Document Last updated 10/2017 or contracting with the illegal alien; except that Service Provider shall not terminate the contract with the subcontractor if during such three days the subcontractor provides information to establish that the subcontractor has not knowingly employed or contracted with an illegal alien. e. Service Provider shall comply with any reasonable request by the Colorado Department of Labor and Employment (the “Department”) made in the course of an investigation that the Department undertakes or is undertaking pursuant to the authority established in Subsection 8-17.5-102 (5), C.R.S. f. If Service Provider violates any provision of this Agreement pertaining to the duties imposed by Subsection 8-17.5-102, C.R.S. the City may terminate this Agreement. If this Agreement is so terminated, Service Provider shall be liable for actual and consequential damages to the City arising out of Service Provider’s violation of Subsection 8-17.5-102, C.R.S. g. The City will notify the Office of the Secretary of State if Service Provider violates this provision of this Agreement and the City terminates the Agreement for such breach. 19. Dust Control. The Service Provider shall abide by the City of Fort Collins “Dust Control and Prevention Manual,” which is available for public download at https://www.fcgov.com/airquality/pdf/dust-prevention-and-control-manual.pdf, and is incorporated herein by this reference. The City of Fort Collins has implemented this manual for all projects performed for the City of Fort Collins or located within the City of Fort Collins City limits. 20. Special Provisions. Special provisions or conditions relating to the services to be performed pursuant to this Agreement are set forth in Exhibit D – General Requirements, consisting of eighteen (18) pages, Exhibit E – Special Revisions, consisting of forty-eight (48) pages, and Exhibit F - Details, consisting of thirty-two (32) pages, attached hereto and incorporated herein by this reference. MISC Services Agreement – Northstar Concrete, Inc. Page 5 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 Official Purchasing Document Last updated 10/2017 THE CITY OF FORT COLLINS, COLORADO By: Gerry Paul Purchasing Director DATE: ATTEST: APPROVED AS TO FORM: NORTHSTAR CONCRETE, INC. By: Printed: Title: CORPORATE PRESIDENT OR VICE PRESIDENT Date: MISC Services Agreement – Northstar Concrete, Inc. Page 6 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 President James Adamson 7/18/2018 Senior Assistant City Attorney 7/19/2018 City Clerk ELEMIREISNHTARY B ellwether Ln Tarragon Ln Sunrise Ct Coriander Ln Webb Ave N Sunset St Sunrise Ln Irish Dr N Impala Dr Warranty Work W Vine Dr Revised June 25, 2018 STREET MAINTENANCE General Coordination PROGRAM (SMP)Map Irish . Legend Warranty Work Schools Map 1 2018 of 1 Warranty Work EXHIBIT A SCOPE OF SERVICES MISC Services Agreement – Northstar Concrete, Inc. Page 7 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 City of Fort Collins Northstar 2017 PHASE 2 CONCRETE PROJECT 2017 Northstar price schedule.xlsx Item No. Item Description Unit Irish Quantities Warranty Item (not paid) 2017 Cost per Unit Irish Proposed Contract Cost 202.01 Sawcutting 4 to 6" (only to be paid for non warranty work) Lineal Foot 50 $ 3.25 $ 162.50 203.01 General Excavation Cubic Yard 20 $ 30.00 $ 600.00 203.02 Borrow Ton 5 $ 25.00 $ 125.00 207.01 Imported Topsoil Cubic Yard 5 $ 58.00 $ 290.00 208.01 Stormwater Protection - CDOT Gravel Bag (Rock Sock) Lineal Foot 50 $ 11.00 $ 550.00 208.02 Stormwater Protection - Recycled Rubber Filled Wattle Lineal Foot 20 $ 15.00 $ 300.00 208.03 Stormwater Protection - CDOT Gravel Bag Inlet Filter Each 2 $ 100.00 $ 200.00 208.04 SWMP Maintenance Log - 14 day inspection Each 1 $ 90.00 $ 90.00 212.01 Sod Square Foot 100 $ 3.00 $ 300.00 212.02 Landscape/Irrigation Labor Hour 10 $ 34.00 $ 340.00 304.01 Aggregate Base Course Ton 80 $ 29.50 $ 2,360.00 403.01 Asphalt Pavement Preservation (only to be paid for non warranty work) Lineal Foot 100 $ 2.50 $ 250.00 403.02 Temporary Patching Ton 10 $ 220.00 $ 2,200.00 601.01 Exposed Sand Finish - Up Charge Square Foot 0 $ 2.00 $ - 604.01 Type R Inlet - Remove & Replace (5' Opening, 5' max depth, CDOT, M-604-12) Each 0 $ 4,300.00 $ - 604.03 Type R Inlet - Reconstruct Inlet Deck (5' Opening, CDOT, M-604-12) Each 0 $ 1,200.00 $ - 604.05 Type R Inlet - Material Only (CDOT, M-604-12) Each 0 $ 600.00 $ - 604.06 Area Inlet - Remove & Replace (5’ Max depth, Detail D-9A) Each 0 $ 4,000.00 $ - 604.08 Area Inlet - Reconstruct Inlet Deck (4’ Opening, Detail D-9A) Each 0 $ 1,150.00 $ - 604.10 Area Inlet - Materials Only (Detail D-9A) Each 0 $ 550.00 $ - 604.11 Catch Basin - Remove & Replace (5'max depth, Detail D-13B) Each 0 $ 2,750.00 $ - 604.13 Catch Basin - Reconstruct Inlet Deck (Detail D-13B) Each 0 $ 700.00 $ - 604.15 Catch Basin - Material Only (Detail D-13B) Each 0 $ 850.00 $ - 604.16 Modified Type 13 Curb Inlet - Remove & Replace (5' Max Depth, Detail D-13A) Each 0 $ 3,100.00 $ - 604.18 Modified Type 13 Curb Inlet - Reconstruct Inlet Deck (Detail D-13A) Each 0 $ 950.00 $ - 604.20 Modified Type 13 Curb Inlet - Materials Only (Detail D-13A) Each 0 $ 750.00 $ - 604.21 Concrete Sidewalk Culvert - Remove & Replace (Details D-12, D-13) Each 0 $ 1,700.00 $ - 604.22 Metal Sidewalk Culvert - Salvaged Material (Details D-10, D-11) Each 0 $ 850.00 $ - 604.23 Metal Sidewalk Culvert - Material Only (Details D-10, D-11) Each 0 $ 1,250.00 $ - 604.24 Metal Sidewalk Culvert - Additional 5/8" Plate (Details D-10, D-11) Square Foot 0 $ 115.00 $ - 608.01 Remove Concrete Square Foot 20 $ 3.00 $ 60.00 608.02 Remove and Haul Fillet Each 0 $ 50.00 $ - 608.03 Apron 8" - Remove & Replace Square Foot 0 $ 9.25 $ - 608.04 Crosspan - 8" Remove & Replace Square Foot 57 $ 9.25 $ 527.25 608.05 Driveover Curb, Gutter & 6" Sidewalk - Remove & Replace (Detail D-6) Lineal Foot 63 325 $ 45.00 $ 2,835.00 608.06 Driveover Curb, Gutter, No Sidewalk - Remove & Replace (Detail D-702) Lineal Foot 0 $ 26.50 $ - 608.07 Vertical Curb, Gutter and 6" Sidewalk - Remove & Replace (Detail D-6) Lineal Foot 0 $ 44.00 $ - 608.08 Vertical Curb, Gutter, No Sidewalk - Remove & Replace (Detail D-6) Lineal Foot 17 $ 29.00 $ 493.00 608.09 Vertical Outfall Curb, Gutter - Remove & Replace (Detail D-703) Lineal Foot 0 $ 25.25 $ - 608.10 Barrier Curb 12" - Remove & Replace (Detail D-703) Lineal Foot 0 $ 29.50 $ - 608.15 6" x 6" Surface Mounted Barrier Curb (Detail D-703) Lineal Foot 0 $ 30.00 $ - 608.11 Hollywood Curb, Gutter and 6" Sidewalk - Remove & Replace (Detail D-6) Lineal Foot 29 $ 45.00 $ 1,305.00 608.12 Hollywood Curb, Gutter, No Sidewalk - Remove & Replace Lineal Foot 0 $ 28.00 $ - 608.13 Highback Curb, Gutter, No Sidewalk - Remove & Replace Lineal Foot 0 $ 34.50 $ - 608.14 Pedestrian Access Ramp - Remove & Replace Square Foot 36 $ 10.00 $ 360.00 608.15 Pedestrian Access Ramp Highback Curb - Remove & Replace Square Foot 0 $ 11.00 $ - 608.16 Truncated Dome Panel Square Foot 0 $ 43.25 $ - 608.17 Flatwork 4" - Remove & Replace Square Foot 0 $ 6.50 $ - 608.18 Flatwork 6" - Remove & Replace Square Foot 560 $ 7.75 $ 4,340.00 Official Purchasing Document Last updated 10/2017 EXHIBIT C INSURANCE REQUIREMENTS 1. The Service Provider will provide, from insurance companies acceptable to the City, the insurance coverage designated hereinafter and pay all costs. Before commencing work under this bid, the Service Provider shall furnish the City with certificates of insurance showing the type, amount, class of operations covered, effective dates and date of expiration of policies, and containing substantially the following statement: “The insurance evidenced by this Certificate will not reduce coverage or limits and will not be cancelled, except after thirty (30) days written notice has been received by the City of Fort Collins.” In case of the breach of any provision of the Insurance Requirements, the City, at its option, may take out and maintain, at the expense of the Service Provider, such insurance as the City may deem proper and may deduct the cost of such insurance from any monies which may be due or become due the Service Provider under this Agreement. The City, its officers, agents and employees shall be named as additional insureds on the Service Provider 's general liability and automobile liability insurance policies for any claims arising out of work performed under this Agreement. 2. Insurance coverages shall be as follows: A. Workers' Compensation & Employer's Liability. The Service Provider shall maintain during the life of this Agreement for all of the Service Provider's employees engaged in work performed under this agreement: 1. Workers' Compensation insurance with statutory limits as required by Colorado law. 2. Employer's Liability insurance with limits of $100,000 per accident, $500,000 disease aggregate, and $100,000 disease each employee. B. Commercial General & Vehicle Liability. The Service Provider shall maintain during the life of this Agreement such commercial general liability and automobile liability insurance as will provide coverage for damage claims of personal injury, including accidental death, as well as for claims for property damage, which may arise directly or indirectly from the performance of work under this Agreement. Coverage for property damage shall be on a "broad form" basis. The amount of insurance for each coverage, Commercial General and Vehicle, shall not be less than $1,000,000 combined single limits for bodily injury and property damage. In the event any work is performed by a subcontractor, the Service Provider shall be responsible for any liability directly or indirectly arising out of the work performed under this Agreement by a subcontractor, which liability is not covered by the subcontractor's insurance. MISC Services Agreement – Northstar Concrete, Inc. Page 9 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 2018 CONCRETE MAINTENANCE AND WARRANTY PROJECT – IRISH DRIVE GENERAL REQUIREMENTS INDEX SECTION PAGE NUMBERS 01010 Summary of Work General Requirements 2-3 01040 Coordination General Requirements 4-5 01310 Construction Schedules General Requirements 6-7 01330 Survey Data General Requirements 8 01340 Shop Drawings General Requirements 9-11 01410 Testing General Requirements 12-13 01510 Temporary Utilities General Requirements 14 01560 Temporary Controls General Requirements 15-16 01700 Contract Closeout General Requirements 17 01800 Method of Measurement and Basis of Payment General Requirements 18 EXHIBIT D GENERAL REQUIREMENTS MISC Services Agreement – Northstar Concrete, Inc. Page 10 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 SECTION 01010 SUMMARY OF WORK General Requirements - Page 2 of 18 1.1 DESCRIPTION OF WORK This work shall consist of the removal and/or installation of concrete curbs, gutters, sidewalks, crosspans, aprons, drive approaches, driveways, inlets, concrete pavement, and pedestrian access ramps and placement of temporary asphalt patching (only as necessary – see section 1.1.A.1 below) adjacent to new concrete on Irish Drive in the City of Fort Collins. The General locations are described in Section 3500, Project Map. A. 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. Because much of this contract is warranty work and the street was recently reconstructed, the contractor shall preserve all asphalt pavements to avoid the need for asphalt patching. This will require concrete saw cutting the cold joint between the concrete to be replaced and the new asphalt at no additional cost to the Owner. Damage to the asphalt during construction will be repaired at the contractor’s expense. Asphalt Preservation (Item 403.01) will be not be paid in this contract (see section 1.1.A “Protection and Restoration”). B. Construction Hours 1. Construction hours, except for emergencies, shall be limited to 7:00 a.m. to 6:00 p.m., Monday through Friday. Working hours on arterial streets within 200 feet of signalized intersections may be restricted to 8:30 a.m. to 3:30 p.m., unless otherwise authorized in writing by the Engineer. After hour equipment operation shall be in accordance with Section 1560. 2. Any work performed by the Contractor outside of the construction hours, whether or not authorized by the Engineer, shall entitle the Owner to deduct from compensation due to the Contractor sufficient funds to cover the Owner’s costs in providing field engineering and/or inspection services because of such work. The cost for field engineering and inspection shall be $50.00 per hour. 1.2 NOTICES TO PRIVATE OWNERS AND AUTHORITIES A. Notify private owners of adjacent property, utilities, irrigation canal, and affected governmental agencies when prosecution of the Work may affect them. B. Give notification 48 hours in advance to enable affected persons to provide for their needs when it is necessary to temporarily deny access or services. C. Contact utilities at least 48 hours prior excavating near underground utilities. D. Contact all agencies at least 72 hours prior to start of construction. Notify all agencies of the proposed scope of work schedule and any items which would affect their daily operation. E. Darren Moritz/Tom Knostman will be the Program Manager/Project Engineer. Clint Wood will be the project manager. Darren Moritz 970-221-6618 Office 970-556-1495 cell Tom Knostman 970-221-6576 Office 970-679-7947 cell Clint Wood 970-218-2472 cell F. Names and telephone numbers of affected agencies and utilities in the area are listed below for Contractor's convenience. MISC Services Agreement – Northstar Concrete, Inc. Page 11 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 SECTION 01010 SUMMARY OF WORK General Requirements – page 3 of 18 UTILITIES Water: City of Fort Collins, Colorado 221-6700, Meter Shop 221-6759 Storm Sewer: City of Fort Collins, Colorado 221-6700 Sanitary Sewer: City of Fort Collins, Colorado 221-6700 Electrical: City of Fort Collins, Colorado 221-6700 Gas: Xcel Energy Emergency 1-800-895-2999 Local Contact: Pat Kreager 970-566-4416 Telephone: UNCC / 1-800-922-1987 Local Contact: Debbie Kautz 970-689-0635 Traffic Operations: City of Ft. Collins, Colorado 221-6630 Cable Television: Comcast 493-7400 Emergency 800-934-6489 *Utility Notification Center of Colorado (UNCC) - 811 1-800-922-1987 AGENCIES Safety: Larimer County Sheriff's Department: Non-Emergency: 221-7177 Occupational Safety and Health Administration (OSHA): 844-3061 303-844-5285 Denver Office Fire: Poudre Fire Authority Non-Emergency: 221-6581 Poudre Valley Hospital Non-Emergency: 484-1227 970-495-7000 Emergency: 911 Police: City of Fort Collins Police Department Non-Emergency: 221-6540 Emergency: 911 Postmaster: US Postal Service: 225-4111 970-472-4022 Transportation: Transfort: 221-6620 Traffic Engineering: 221-6630 END OF SECTION MISC Services Agreement – Northstar Concrete, Inc. Page 12 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 SECTION 01040 COORDINATION General Requirements – page 4 of 18 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 and private development to allow for efficient completion of the Work. D. Coordinate all operations with the adjoining property owners, business owners, and surrounding neighborhoods to provide satisfactory access at all times and keep them informed at all times. E. The Contractor shall ensure that Subcontractors shall have visible company names on all vehicles that enter the work zone. 1.2 CONFERENCES A. A Pre-construction Conference will be held prior to the start of construction. 1. Contractor shall participate in the conference accompanied by all major Subcontractors, including the Traffic Control Supervisor assigned to the project. 2. Contractor shall designate/introduce Superintendent, and major Subcontractors’ supervisors assigned to project. 3. The Engineer shall invite all utility companies involved. 4. The Utilities will be asked to designate their coordination person, provide utility plans, and their anticipated schedules. 5. The Engineer shall introduce the Project Representatives. B. Additional project coordination conferences will be held prior to start of construction for coordination of the Work, refining project schedules, and utility coordination. C. Engineer may hold coordination conferences to be attended by all involved when Contractor's operations affect, or are affected by, the work of others. Contractor shall participate in such conferences accompanied by Subcontractors as required by the Engineer. 1.3 PROGRESS MEETINGS A. Contractor and 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. Owner's Representatives. 3. Engineer and Project Representative. 4. Traffic Control Supervisor 5. Others as may be requested by Contractor, Engineer or Owner. MISC Services Agreement – Northstar Concrete, Inc. Page 13 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 SECTION 01040 COORDINATION General Requirements - Page 5 of 18 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 anticipated two weeks in advance. 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 MISC Services Agreement – Northstar Concrete, Inc. Page 14 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 SECTION 01310 CONSTRUCTION SCHEDULE General Requirements - Page 6 of 18 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 the 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 complete work sequence of construction by activity and location for the upcoming two week period. 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. Provide a schedule which includes the critical path for Shop Drawings, tests, and other submittal requirements for equipment and materials; reference Section 01340. 1.4 PROGRESS REVISIONS A. Submit revised schedules and reports at weekly project coordination meetings when changes are foreseen, when requested by Owner or Engineer, and with each application for progress payment. B. Show changes occurring since previous submission. 1. Actual progress of each item to date. 2. Revised projections of progress and completion. C. Provide a narrative report as needed to define: 1. Anticipated problems, recommended actions, and their effects on the schedule. 2. The effect of changes on schedules of others. MISC Services Agreement – Northstar Concrete, Inc. Page 15 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 SECTION 01310 CONSTRUCTION SCHEDULE General Requirements - Page 7 of 18 1.5 OWNER'S RESPONSIBILITY A. Owner's review is only for the purpose of checking conformity with the Contract Documents and assisting Contractor in coordinating the Work with the needs of the Project. B. It is not to be construed as relieving Contractor from any responsibility to determine the means, methods, techniques, sequences and procedures of construction as provided in the General Conditions. END OF SECTION MISC Services Agreement – Northstar Concrete, Inc. Page 16 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 SECTION 01330 SURVEY DATA General Requirements – page 8 of 18 1.1 SURVEY REQUIREMENTS A. The Owner shall provide the construction surveying for the street and landscaping improvements. City Survey Crews will perform the surveying required. B. The Contractor must submit a survey request form to the City Surveyor a minimum of 72 hours prior to requiring 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 notify the Engineer prior to concrete removal when property line markers are inscribed in the surface of the existing concrete, typically designated by “+” or “x” markings. The Contractor shall NOT reinstall all existing property line markers in the surface of the new concrete. The Contractor may NOT offset the existing mark for reinstallation but shall notify the City Survey Crews and request the offset location prior to removal of the concrete. If markers are removed without offsetting and reinstalling, the Contractor shall be responsible for all costs, including survey costs, associated with relocating and reinstalling the markers. G. 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 MISC Services Agreement – Northstar Concrete, Inc. Page 17 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 SECTION 01340 SHOP DRAWINGS General Requirements – page 9 of 18 1.1 GENERAL A. Submit Shop Drawings, Samples, and other submittals as required by the individual specification. 1. Engineer will not accept Shop Drawings or other submittals from anyone but Contractor. B. Schedule: Reference Section 01310, Construction Schedules. Submittals received by Engineer prior to the time set forth in the approved schedule will be reviewed at any time convenient to Engineer before the time required by the schedule. C. Any need for more than one re-submission, or any other delay in obtaining Engineer's review of submittals, will not entitle Contractor to extension of the Contract Time unless delay of the Work is directly caused by failure of Engineer to return any scheduled submittal within 10 days after receipt in his office of all information required for review of the submittals or for any other reason which prevents Engineer's timely review. Failure of Contractor to coordinate submittals that must be reviewed together will not entitle Contractor to an extension of Contract Time or an increase in Contract Price. D. Resubmit for review a correct submittal if errors are discovered during manufacture or fabrication. E. Contractor shall not use materials or equipment for which Shop Drawings or samples are required until such submittals, stamped by Contractor and properly marked by Engineer, are at the site and available to workmen. F. Contractor shall not use Shop Drawings which do not bear Engineer's mark "NO EXCEPTION TAKEN" in the performance of the Work. Review status designations listed on Engineer's submittal review stamp are defined as follows: 1. NO EXCEPTION TAKEN: Signifies material or equipment represented by the submittal conforms with the design concept, complies with the information given in the Contract Documents and is acceptable for incorporation in the Work. Contractor is to proceed with fabrication or procurement of the items and with related work. Copies of the submittal are to be transmitted for final distribution. 2. REVISE AS NOTED: Signifies material or equipment represented by the submittal conforms with the design concept, complies with the information given in the Contract Documents and is acceptable for incorporation in the Work in accordance with Engineer's notations. Contractor is to proceed with the Work in accordance with Engineer's notations and is to submit a revised submittal responsive to notations marked on the returned submittal or written in the letter of transmittal. 3. REJECTED: Signifies material or equipment represented by the submittal does not conform to the design concept or comply with the information given in the Contract Documents and is not acceptable for use in the Work. Contractor is to submit submittals responsive to the Contract Documents. 4. FOR REFERENCE ONLY: Signifies submittals which are for supplementary information only; pamphlets, general information sheets; catalog cuts, standard sheets, bulletins and similar data, all of which are useful to Owner in design, operation, or maintenance, but which by their nature do not constitute a basis for determining that items represented thereby conform with the design concept or comply with the information given in the Contract Documents. Engineer reviews such submittals for general information but not for substance. 1.2 SHOP DRAWINGS A. Include the following information as required to define each item proposed to be furnished. 1. Detailed installation drawings showing foundation details, and clearances required for construction. 2. Relation to adjacent or critical features of the Work or materials. MISC Services Agreement – Northstar Concrete, Inc. Page 18 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 SECTION 01340 SHOP DRAWINGS General Requirements – page 10 of 18 3. Field dimensions, clearly identified as such. 4. Applicable standards, such as ASTM or Federal Specification numbers. 5. Drawings, catalogs or parts thereof, manufacturer's specifications and data, instructions, performance characteristics and capacities, and other information specified or necessary: a. For Engineer to determine that the materials and equipment conform with the design concept and comply with the intent of the Contract Documents. b. For the proper erection, installation, and maintenance of the materials and equipment which Engineer will review for general information but not for substance. c. For Engineer to determine what supports, anchorages, structural details, connections and services are required for materials and equipment, and the effect on contiguous or related structures, materials and equipment. 6. Complete dimensions, clearances required, design criteria, materials of construction and the like to enable Engineer to review the information effectively. B. Manufacturer's standard drawings, schematics and diagrams: 1. Delete information not applicable to the Work. 2. Supplement standard information to provide information specifically applicable to the Work. C. Format. 1. Present in a clear and thorough manner. 2. Minimum sheet size: 8 ½" x 11". 3. Clearly mark each copy to identify pertinent products and models. 4. Individually annotate standard drawings which are furnished, cross out items that do not apply, describe exactly which parts of the drawing apply to the equipment being furnished. 5. Individually annotate catalog sheets to identify applicable items. 6. Reproduction or copies of portions of Contract Documents: a. Not acceptable as complete fabrication or erection drawings. b. Acceptable when used as a drawing upon which to indicate information on erection or to identify detail drawings. 7. Clearly identify the following: a. Date of submission. b. Project title and number. c. Names of Contractor, Supplier and Manufacturer. d. Specification section number, specification article number for which items apply, intended use of item in the work, and equipment designation. e. Identify details by reference to sheet, detail, and schedule or room numbers shown in the Contract Documents. f. Deviations from Contract Documents. g. Revisions on re-submittals. h. Contractor's stamp, initialed or signed, certifying to review of submittal, verification of products, field measurements and field construction criteria, and coordination of the information within the submittal with requirements of the Work and the Contract Documents. 1.3 SUBMISSION REQUIREMENTS A. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Minimum number required: 1. Shop Drawings. a. Three (3) copies minimum, two (2) copies which will be retained by Engineer. MISC Services Agreement – Northstar Concrete, Inc. Page 19 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 SECTION 01340 SHOP DRAWINGS General Requirements – page 11 of 18 1.4 RE-SUBMISSION REQUIREMENTS A. Make corrections or changes required by Engineer and resubmit until accepted. B. In writing call Engineer's attention to deviations that the submittal may have from the Contract Documents. C. In writing call specific attention to revisions other than those called for by Engineer on previous submissions. D. Shop Drawings. 1. Include additional drawings that may be required to show essential details of any changes proposed by Contractor along with required wiring and piping layouts. END OF SECTION MISC Services Agreement – Northstar Concrete, Inc. Page 20 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 SECTION 01410 TESTING General Requirements – page 12 of 18 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 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 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. 1.3 CONTRACTOR'S RESPONSIBILITIES A. In addition to those inspections and tests called for in the General Conditions, Contractor shall also be responsible for and shall pay all costs in connection with testing required for the following: 1. All performance and field testing specifically called for by the specifications. 2. All retesting for Work or materials found defective or unsatisfactory, including tests covered under 1.2 above. 3. All minimum call out charges or stand by time charges from the tester due to the Contractor's failure to pave, pour, or fill on schedule for any reason except by action of the Engineer. B. Contractor shall notify the Engineer 48 hours prior to performing an operation that would require testing. 1.4 CONTRACTOR'S QUALITY CONTROL SYSTEM A. General: The Contractor shall establish a quality control system to perform sufficient inspection and tests of all items of Work, including that of his subcontractors, to ensure conformance to the functional performance of this project. This control shall be established for all construction except where the Contract Documents provide for specific compliance tests by testing laboratories or engineers employed by the Owner. The Contractor’s control system shall specifically include all testing required by the various sections of these Specifications. B. Foreman: The Contractor shall employ a full time foreman to monitor and coordinate all facets of the Work. The foreman shall have adequate experience to perform the duties of foreman, shall be assigned solely to a project, and shall remain on site during construction activities. MISC Services Agreement – Northstar Concrete, Inc. Page 21 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 SECTION 01410 TESTING General Requirements – page 13 of 18 C. Contractor's quality control system is the means by which he assures himself that his construction complies with the requirements of the Contract Documents. Controls shall be adequate to cover all construction operations and should be keyed to the proposed construction schedule. D. Records: Maintain correct records on an appropriate form for all inspections and tests performed, instructions received from the Engineer and actions taken as a result of those instructions. These records shall include evidence that the required inspections or tests have been performed (including type and number of inspections or test, nature of defects, causes for rejection, etc.) proposed or directed remedial action and corrective action taken. Document inspections and tests as required by each section of the Specifications, and provide copies to Engineer weekly. END OF SECTION MISC Services Agreement – Northstar Concrete, Inc. Page 22 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 SECTION 01510 TEMPORARY UTILITIES General Requirements – page 14 of 18 1.1 UTILITIES A. Furnish all utilities necessary for construction. B. Make arrangements with Owner as to the amount of water required and time when water will be needed. 1. Meters may be obtained through the Water Utility Meter Shop at 221-6759 2. Unnecessary waste of water will not be tolerated. C. Furnish necessary water trucks, pipes, hoses, nozzles, and tools and perform all necessary labor. 1.2 SANITARY FACILITIES A. Furnish temporary sanitary facilities at each site for the needs of construction workers and others performing work or furnishing services on the Project. B. Properly maintain sanitary facilities of reasonable capacity throughout construction periods. C. Enforce the use of such sanitary facilities by all personnel at the site. D. Obscure facilities from public view to the greatest practical extent. END OF SECTION MISC Services Agreement – Northstar Concrete, Inc. Page 23 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 SECTION 01560 TEMPORARY CONTROLS General Requirements – page 15 of 18 1.1 NOISE CONTROL A. The Contractor shall take reasonable measures to avoid unnecessary noise when construction activities are being performed in populated areas. Refer to Revision of Section 108 for additional requirements. 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. The contractor shall abide by the City of Fort Collins “Dust Control and Prevention Manual” located herein the contract documents under Section 4000. The City of Fort Collins has implemented this manual for all projects performed for the City of Fort Collins or located within the City of Fort Collins City limits. B. The Contractor shall be respectful to pedestrians and bicyclists when sweeping road surfaces. The Contractor shall cease operation until the citizen(s) has cleared the area. C. 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 proper disposal off the site. 2. Prevent sediment, debris, or other substances from entering sanitary sewers, storm drains and culverts. 1.4 EROSION CONTROL A. Take such measures as are necessary to prevent erosion of soil that might result from construction activities. 1. Measures in general will include: a. Control of runoff. b. Trapping of sediment. c. Minimizing area and duration of soil exposure. d. Approved temporary materials such as rock wattles and inlet filters to prevent the erosion 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. See Revision of Sections 104 and 630. MISC Services Agreement – Northstar Concrete, Inc. Page 24 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 SECTION 01560 TEMPORARY CONTROLS General Requirements – page 16 of 18 1.6 PARKED VEHICLES A. See Revision of Section 104 for issues related to parked vehicles. 1.7 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. Asphalt material hauled in and out of the Martin Marietta Taft Hill Plant location is required to be hauled only to/from the north on Taft Hill Road to County Road 54G. END OF SECTION MISC Services Agreement – Northstar Concrete, Inc. Page 25 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 SECTION 01700 CONTRACT CLOSEOUT General Requirements – page 17 of 18 1.1 CLEANING AND RESTORATION A. Return the premises and adjacent properties to conditions existing or better than existing at the time the work was begun. This will include providing labor, equipment and materials for cleaning, repairing, and replacing facilities damaged or soiled during construction. The Engineer will be the judge of the degree of restoration required. 1.2 PROJECT RECORD DOCUMENTS A. Maintain on the job site, and make available to the Engineer upon request, the project material tickets and a log of any significant interactions with private citizens and the traveling public. B. These record logs along with any survey records, photographs, and written descriptions of work as may be required by the Engineer shall be submitted prior to project acceptance. END OF SECTION MISC Services Agreement – Northstar Concrete, Inc. Page 26 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 SECTION 01800 METHOD OF MEASUREMENT AND BASIS OF PAYMENT General Requirements – page 18 of 18 1.1 DEFECTIVE WORK A. Owner shall not pay for defective work and 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. E. Asphalt Preservation (Item 403.01) will be not be paid in this contract (see section 1.1.A “Protection and Restoration”). 1.3 ESTIMATED QUANTITIES A. All quantities stipulated in the Bid Form at unit prices are approximate and are to be used only as a basis for estimating the probable cost of the Work and for the purpose of comparing the bids submitted to the Work. The basis of payment shall be the actual amount of materials furnished and Work done. B. Contractor agrees that he will make no claim for damages, anticipated profits, or otherwise on account of any difference between the amount of Work actually performed and materials actually furnished and the estimated amount therefor. C. Warranty work: approximately 325 lineal feet of work is warranty repair and will hence not be paid. There will be additional work; this is what is reflected in the quantities on the Bid Form. END OF SECTION MISC Services Agreement – Northstar Concrete, Inc. Page 27 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 Project Specifications - Page 1 of 48 1. The Special Revisions written herein this document of the latest revision of CDOT’s “Standard Specifications for Road and Bridge Construction” 2. The Standard Revisions of latest revision of CDOT’s “Standard Specifications for Road and Bridge Construction” 3. CDOT’s “Standard Specifications for Road and Bridge Construction” 4. The latest version of the Larimer County “Urban Area Street Standards” (Referred hereafter to as the “Standard Specifications) INDEX OF REVISIONS SECTION 104 Scope of Work 105 Control of Work 107 Legal Relations and Responsibility to Public 108 Prosecution and Progress DIVISION 201 Clearing and Grubbing 202 Removal of Structures and Obstructions 203 Excavation and Embankment 208 Erosion Control 212 Seeding, Fertilizer, Soil Conditioner, and Sodding 304 Aggregate Base Course 403 Hot Mix Asphalt 601 Structural Concrete 604 Manholes, Inlets, and Meter Vaults 608 & 609 Sidewalks and Bikeways / Curb and Gutter 623 Irrigation System 627 Pavement Markings 630 Construction Zone Traffic Control The 2017 Colorado Department of Transportation (CDOT) Standard Specifications for Road and Bridge Construction and the standard revisions control construction of this project. The following special provisions supplement or modify the Standard Specifications and take precedence over the Standard Specifications and plans. The Larimer County “Urban Area Street Standards” (hereafter referred to as the “LCUASS Standards "), latest revision, are made a part of this Contract by this reference. In those instances where the Standards specifications conflict with any of the provisions of other parts of the standards the governing order of precedence shall be as follows: EXHIBIT E SPECIAL REVISIONS MISC Services Agreement – Northstar Concrete, Inc. Page 28 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 REVISION OF SECTION 104 SCOPE OF WORK Project Specifications - Page 2 of 48 Section 104 of the Standard Specifications is hereby revised as follows: Subsection 104.04 –Maintaining Traffic - is revised to include the following. It shall be the Contractor's responsibility to clear parking from the streets when such parking will interfere with the work. Prior to work that requires the street(s) to be closed to parking and/or traffic, the street(s) shall be posted for "NO PARKING". “NO PARKING” signs shall be placed at a minimum of 100 foot intervals. The placement of these signs shall take place at least 24 hours prior to the commencement of work and shall clearly show the type of work, and the day, date, and times that the message on the sign is in effect. (For example, if a street is to be repaired 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., Concrete Repairs (see sample "NO PARKING" sign on page 4). “NO PARKING” signs shall remain in place until the street is opened to traffic and all clean-up operations completed. No Parking signs shall only be placed, maintained and removed by a representative of the Contractor, the Traffic Control Supervisor, or Flagger. The contractor shall not have “No Parking” signs up and posted where work is not anticipated. Signs that have been posted where work will not commence as posted shall be turned away from traffic. All information on the "NO PARKING" signs, with the exception of the type of work, date, and time 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 towing. If the “NO PARKING’ sign has been in place for a minimum of 24 hours, the City will make every reasonable effort to remove the offending vehicle within four (4) hours of notification from the Contractor. The Contractor shall not be entitled to additional compensation for delays associated with the towing of illegally parked vehicles. The Contractor shall have an approved Traffic Control Plan on site at all times. Traffic control signage on the construction site shall be set up in accordance with the approved traffic control plan and in accordance with the specifications. Work performed by the Contractor without an approved traffic control plan or when “NO PARKING” signs have not been placed as required by the specifications shall not be paid. The Contractor shall also be subject to a pay deduction of up to $1,000.00 per occurrence per day for traffic control not in compliance with referenced specifications or requirements contained herein. Issues subject to deductions may include but are not limited to: Traffic Control Supervisor not on the project site at all times (unless pre-approved by the Engineer) An approved traffic control plan not on site Traffic control device set up by flagging personnel unless assisting the Traffic Control Supervisor Traffic control signage not set up in accordance with the approved traffic control plans Inadequate flagging personnel and/or flagging equipment The Engineer shall issue a written warning to the Contractor, Subcontractor, and/or Traffic Control Supervisor documenting the type of violation. The Engineer shall determine the deduction amount based on the Engineers’ opinion of the infraction severity and the number of previous infractions. Upon issuance of a third violation, the Engineer may request the Subcontractor, Traffic Control Supervisor and/or flagging personnel be removed from the project. Removal from the project in which the violations were issued shall be in effect for the remainder of the contract. The contractor shall find replacement Traffic Control Subcontractor, TCS, and/or flagging personnel within two weeks of the third notice without an adjustment to contract price or working days or the Contract may be terminated and rebid. Prior to the end of each work shift the approved Traffic Control Supervisor (TCS), and the Engineer shall meet to discuss the placement of upcoming traffic control devices to include "NO PARKING" signs. The quantity of traffic control devices used that day and for the next day shall be agreed upon by the Contractor and the MISC Services Agreement – Northstar Concrete, Inc. Page 29 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 REVISION OF SECTION 104 SCOPE OF WORK Project Specifications - Page 3 of 48 Engineer. Any necessary adjustments shall be made. The Contractor and Engineer shall also review and determine the proposed means of handling parking and traffic control for the upcoming work. It is the responsibility of the Contractor to minimize any inconvenience to the public as a result of their work. The Contractor shall maintain access at all times to all businesses within the project. The installation schedule shall be communicated to all businesses and residents affected by the work at least 48 hours prior to starting work. Any changes to the traffic control, as directed by the Engineer, including additional signs, barricades, and/or flaggers needed shall be immediately implemented. Traffic control shall be paid under Revision of Section 630, “Construction Zone Traffic Control” found herein. MISC Services Agreement – Northstar Concrete, Inc. Page 30 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 Project Specifications - Page 4 of 48 END OF SECTION NO PARKING Wed July 2 7:00 AM - 6:00 PM CONCRETE REPAIRS MISC Services Agreement – Northstar Concrete, Inc. Page 31 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 REVISION OF SECTION 105 CONTROL OF WORK Project Specifications - Page 5 of 48 Section 105 of the Standard Specifications is hereby revised as follows: Subsection 105.01 - Authority of the Engineer - is revised 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 work will be stopped and 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 Engineer. The Contractor shall not be entitled to compensation for delays associated with non-compliant periods. No construction shall commence until all utilities are located within the construction area per state law. The Contractor is responsible for identifying all utilities of concern and calling for appropriate locates. After contacting 811 to get locates, the contractor may be required to call for clarification and/or additional locates, or may be required to contact a City of Fort Collins department associated with certain types of utilities. Due to the high demand of locate companies during the construction season, the City of Fort Collins recommends that the Contractor schedules a locate company at least one week in advance to minimize any possible delays. If the locate marks become expired then contractor shall get an extension and request that the markings are redone and freshened up. If the Contractor does not have locates on a project scheduled to start work that day, the work shall be “stopped” and the Contractor shall be charged working days until that said marking is completed and work has commenced. Subsection 105.02 - Plans, Shop Drawings, Working Drawings, Other Submittals, and Construction Drawings - is revised to include the following: The Contractor shall furnish the required submittals in TABLE 105-1 one week before the commencement of 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 considered incidental to the work. TABLE 105-1 SUMMARY OF CONTRACTOR SUBMITTALS Section No. Description Approval Needed Reoccurring 105.10 Contractor Management Packet – Environmental Management System Yes No 107.02 Topsoil Soil Analysis or Soil Sample Submittal Yes Yes 108.03 Schedule of Work Yes Yes 203.05 Borrow Material Gradation Yes Yes 208.02 Erosion Control Devices Yes No 208.04 Storm Water Management Plan Yes Yes 208.06 Spill Kit: List of items included within kit Yes No 212.02 Sod/Seed Yes No 304.02 Aggregate Base Course/Recycled Concrete Soil Analysis Yes No 608.00 Concrete Mix Designs Yes No 608.00 Curing Compound Yes No 608.00 Finishing Aide Yes No 608.00 MSDS Sheets for Curing Compound and Finishing Aide Yes No 630.00 Traffic Control Plans Yes Yes 630.11 TCS Qualifications (reoccurs when TCS and flaggers change) Yes No MISC Services Agreement – Northstar Concrete, Inc. Page 32 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 REVISION OF SECTION 105 CONTROL OF WORK Project Specifications - Page 6 of 48 Subsection 105.09 - Coordination of Plans, Specifications, Supplemental Specifications, and Special Provisions - shall have the second paragraph removed and replaced as follows: In case of discrepancy the order of precedence is as follows: (a) Contract Agreement (b) Revisions to CDOT Standard Specifications (Project Special Provisions) (d) Standard Special Provisions (e) General Conditions (f) CDOT Standard Specifications for Road and Bridge Construction (g) CDOT M&S Standards (h) City of Fort Collins Development Construction Standards Subsection 105.10 – Cooperation by Contractor - shall be revised to remove the following sentence: “The Contractor will be supplied with a minimum of 6 sets of contract documents” Subsection 105.10 is revised to include the following: The City of Fort Collins is committed to comply with the United States Environmental Protection Agency (EPA) and the Streets Department Environmental Management System (EMS) requirements that vehicles on City projects shall comply with the “Anti-Idling Policy” to reduce environmental impacts related to construction. Contractors and Subcontractors shall comply with turning off vehicles and equipment instead of idling for long periods (more than thirty (30) seconds after stopping at destination and/or not more than five (5) minutes aggregated within sixty (60) minutes). Exceptions for powering auxiliary equipment and for safety or health emergencies are allowed. The Contractor shall submit the Contractor Management Packet in accordance with Table 105-1 Summary of Contract Submittals Subsection 105.11 – Cooperation with Utilities - is revised to include the following: Concrete construction and reconstruction operations at intersections may involve the destruction and replacement of traffic signal loop detectors and/or new detectors may be installed at intersections where they do not currently exist. The existing traffic signal loop detectors shall be removed by the Contractor at no additional cost. New and replacement loop detectors shall be installed by the City Traffic Division. The Contractor shall cooperate with the schedule of this work to insure the timely installation of loop/camera detectors. The Contractor shall coordinate with the City Traffic Division to insure that their work is completed before concrete placement operations begin. Subsection 105.12 – Cooperation Between Contractors - shall be removed and replaced with the following: The City, County, CDOT, and local utilities including but not limited to Xcel Energy, Comcast and CenturyLink may contract for and perform other or additional work on or near the Work of the project. When separate contracts are let within the limits of the project, each Contractor shall conduct the Work without interfering or hindering the progress or completion of the work performed by other Contractors. Contractors working on the same project shall cooperate with each other as directed. City forces will perform the following work as required by this project: Permanent Signing Traffic Pedestals/Fiber Optic Lines Street Lights Traffic Coordination The Contractor shall coordinate with the City Traffic Engineer for all traffic control activities. This shall include, but not be limited to, closure of any City Streets, closure of any partial intersection movements, lane reductions, and detours. MISC Services Agreement – Northstar Concrete, Inc. Page 33 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 REVISION OF SECTION 105 CONTROL OF WORK Project Specifications - Page 7 of 48 City Traffic Control Contact: Syl Mireles Phone: (970)221-6815 Email: smireles@fcgov.com The City will remove existing and install all pedestrian traffic signal equipment. City Traffic Signal Contact: Britney Sorensen Phone: 970-222-5533 Email: bsorensen@fcgov.com The Contractor shall coordinate with the City Traffic Engineer to schedule the traffic signal work/fiber optic line relocation in conjunction with other project activities taking into account time needed for order and delivery of materials. The Contractor shall cooperate with the City Traffic Department in their removal and installation operations so that progress is expedited, duplication of work is minimized, and impacts to traffic are minimized. The City will remove and install all permanent signing. City Signing and Striping Contact: Rich Brewbaker Phone: 970-221-6792 Email: rbrewbaker@fcgov.com Street Light Coordination City Light and Power Crews will remove and install all street lighting and associated electric utilities for the project. City Light and Power Contact: Luke Unruh Phone: (970) 416-2724 Email: lunruh@fcgov.com The Contractor shall cooperate with the City Light and Power Department in their removal and installation operations so that progress is expedited, duplication of work is minimized, and impacts to traffic are minimized. Refer to Utility specification for additional information. Each Contractor involved shall assume all liability, financial or otherwise, in connection with the Contract and shall protect and save harmless the Owner from any and all damages or claims that may arise because of inconvenience, delay , or loss because of the presence and operations of Contractors working within the limits of the same or adjacent project. The Contractor is responsible to coordinate with private utilities. Any work to be performed by private utilities shall be identified in Contractor’s schedule. Delays due to coordination issues will be the responsibility of the Contractor. Subsection 105.16 – Inspection and Testing of Work - is revised to include the following: The Contractor shall keep the Engineer informed of its 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 by the Contractor to provide such notice will relieve 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 obligations to fulfill its contract or complete warranty elements 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. MISC Services Agreement – Northstar Concrete, Inc. Page 34 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 REVISION OF SECTION 105 CONTROL OF WORK Project Specifications - Page 8 of 48 MAINTENANCE DURING CONSTRUCTION Subsection 105.19 – Maintenance During Construction - is revised to include the following: The roadway area, including curb, gutter, and sidewalk, adjacent to and through the construction area shall be cleaned of debris generated 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. Debris as determined greater than one (1) inch and regardless of the source, shall be picked up and disposed of offsite at the Contractor’s expense. Smaller particulate debris shall be blown from the sidewalks, driveways, curb, and gutter into the street where it can be picked up by a sweeper without transmitting debris back on sidewalk areas. It shall be the Contractor's responsibility to provide the necessary manpower tool and equipment to have the roadway cleaned to the satisfaction of the Engineer at no additional costs. The Contractor shall utilize a combination of pick-up brooms, side brooms, and/or other equipment as needed to clean the streets. The requirement to sweep the street shall be suspended during the leaf fall period between September 12th and November 12th unless directed by the Engineer for areas with minimal leaf fall. 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. All cost to maintain the work construction area and before the work is accepted, shall not be measured and paid for separately but shall be included in corresponding unit price bid item. Subsection 105.22 – Dispute Resolution - is revised to include the following: The Colorado Department of Transportation will not participate in the resolution process for any claims filed by the Contractor. END OF SECTION MISC Services Agreement – Northstar Concrete, Inc. Page 35 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 REVISION OF SECTION 106 CONTROL OF MATERIAL Project Specifications - Page 9 of 48 Section 106 of the Standard Specifications shall be revised to include the following: Subsection 106.03 – Samples, Tests, Cited Specification - is revised to include the following: The City of Fort Collins will be responsible for all expenses associated with Quality Assurance (QA) and Independent Assurance (IA) testing. The Contractor shall be responsible for all Quality Control (QC) testing costs. Test frequencies shall be in accordance with the project specifications, CDOT Field Materials Manual and the approved Quality Control Plan (QCP). END OF SECTION MISC Services Agreement – Northstar Concrete, Inc. Page 36 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 REVISION OF SECTION 107 LEGAL RELATIONS AND RESPONSIBILITY TO PUBLIC Project Specifications - Page 10 of 48 Section 107 of the Standard Specifications is hereby revised as follows: Subsection 107.06 – Safety, Health, and Sanitation Provisions - is revised to include the following: Personnel on Street Maintenance Program (SMP) projects shall use protective equipment prescribed by Local, State, and Federal safety regulations to control or eliminate hazards or exposure to illness or injury. The Contractor and Subcontractors are responsible for providing and insuring the use of the required Personal Protective Equipment (PPE). Only Personal Protective Equipment complying with the Occupational Safety and Health Administration (OSHA) or American National Standards Institute (ANSI) regulations shall be used. The Contractor shall be responsible for the compliance of their employees and the Subcontractor’s employees. The Contractor’s safety representative shall make regular field inspections to audit and document compliance. An employee of the Contractor to include all Subcontractors who refuses to use the prescribed protective equipment designed for their protection, or willfully damages such equipment, constitutes cause for the Engineer to request removal of the employee from the site. The Contractor’s personnel shall be required to wear safety vests, hard hats, and steel/composite toed boots while on the construction site(s). Subsection 107.12 – Protection and Restoration of Property and Landscape – is to include the following: The fact that any underground facility (sprinkler systems, utility services, etc.) is not shown on the plans, details, or construction documents shall not relieve the Contractor of its responsibilities to protect the underground utility as provided for in the Contract. Any pruning of vegetation shall require the written permission of the property owner and/or the Engineer. When the landscape removal area adjacent to the concrete repair is six (6) inches or less in width, the Contractor shall repair any subsurface utilities including irrigation systems, clean the area of all construction debris (i.e. concrete, road base, etc.) to a minimum depth of four (4) inches, prepare all edges to a clean and vertical place and compact imported topsoil,(until firm, but not over compacted) utilizing an approved hand operated roller or other method acceptable to the Engineer. When the disturbed area is greater than six (6) inches in width and greater than 12 inches in length adjacent to the concrete repair, the Engineer may require the Contractor to clean and prepare the area along the entire length of the repair location as stated above to a minimum one foot (12 inches) wide, place sod on the prepared surface, water the new sod once thoroughly, and notify the property owner in writing of the nature of the work that has taken place. The Contractor shall also notify the property owner that the sod will be watered only once by the Contractor and provide the property owner the recommended watering schedule suggested by the sod supplier. The Contractor shall make every effort to minimize the need for sod placement. Irish Drive asphalt pavements were reconstructed to full depth in 2014; therefore all existing asphalt along the concrete toe should be in very good condition and the Contractor shall preserve the existing asphalt wherever possible. Minimizing the landscape removal areas behind the sidewalk, curb and gutter shall continue to be important. The pay item for “Asphalt Pavement Preservation” is intended to compensate the Contractor for additional removal time, backfill, sprinkler repair, and sodding that shall be required while preserving the existing asphalt and minimizing the removal area behind the repair. “Asphalt Pavement Preservation” shall provide compensation for this type of repair and shall be measured and paid in addition to the concrete pay item for the type of repair (i.e., Driveover Curb, Gutter and 6” Sidewalk – Remove & Replace); however, for the warranty portion of the work on Irish Drive, this line item will be considered incidental to the work and will not be paid. Revision of Section 608 and 609 defines the measurement and payment for these removals. The placement of backfill and top soil for concrete repair locations shall be completed within two (2) working days of the placement of the concrete. Excavated soils from the repair locations may be stockpiled on site and used as backfill for areas behind the new concrete installation and below the top four (4) inches of the surface. MISC Services Agreement – Northstar Concrete, Inc. Page 37 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 REVISION OF SECTION 107 SAFETY AND PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPING Project Specifications - Page 11 of 48 Imported Topsoil shall consist of loose friable river bottom or farmland loam, reasonably free of manmade materials, subsoil, refuse, stumps, roots, rocks, brush, weeds, noxious weed seeds, heavy clay, hard clods, trash, toxic substances, or other material which would be detrimental to the proper development of vegetative growth. Imported topsoil shall have 100% passing the 1/4" screen and shall contain a combination of sand, clay, and friable loam. The Contractor shall submit a soil analysis or sample for approval by the Engineer. The topsoil shall be in a relatively dry state but shall contain sufficient moisture to allow compaction and shall be placed during dry weather. The topsoil shall be fine graded to eliminate rough and low areas and ensure positive drainage. The existing levels, profiles, and contours shall be maintained. If the area to be repaired is only damaged on the surface, the Contractor shall remove the damaged areas of sod to a depth that will allow new sod to be placed, place new sod, water once and notify the property owner in writing of the nature of the work that has taken place. The Contractor shall also notify the property owner of the fact that the sod will be watered only once by the Contractor and provide the property owner the recommended watering schedule suggested by the sod supplier. The minimum overall width of the area to be sodded shall be one (1.0’) foot. For concrete repair locations, the placement of sod shall be completed by the end of the first working day of the week following the placement of the concrete. Sprinkler systems - Sprinkler systems designated for relocation shall be capped off at the limits of construction and protected from damage by the Contractor. Sprinkler heads shall be salvaged and stockpiled on each property for use when reconstructing the sprinkler systems. Sprinkler systems damaged outside of the construction limits as a result of construction operations shall be replaced at the Contractor's expense within three (3) working days from the date of damage. All landscaping that is damaged due to construction operations shall be replaced by the Contractor at its expense unless a written waiver is obtained from the property owner and submitted to the Engineer. Re-sodded lawns shall be watered once by the Contractor. All costs for protecting and restoring landscaping and lawns shall be considered a subsidiary obligation of the Contractor in connection with the various items of the Work and no measurement or payment shall be made separately for the protection and restoration of landscaping and lawns. All restoration of landscaping and lawns damaged by construction operations, other than concrete repair, shall take place within three (3) working days from the date of damage. In areas where the Engineer directs new work or the reconstruction area requires grade adjustment, the placement of topsoil, sod, and sprinkler relocation will be provided by the City under separate contract. All labor, materials, tools, equipment, incidentals, and work involved in protecting or repairing underground facilities shall be considered incidental to the Work and shall not be measured and paid for separately. Subsection 107.18 is hereby removed and revised to include the following: For this project, all insurance certificates shall name the City of Fort Collins as an additionally insured party. For this project, insurance coverage shall meet the requirements and limits per CDOT Standard Specifications and Revision of Section 107.15 Responsibility for Damage Claims, Insurance Types and Coverage Limits. In case of a conflict between the City’s General Contract Conditions and CDOT Standard Specifications, the more stringent of the two shall apply. Subsection 107.25 – Water Quality Control (c) – is revised to include the following: All work associated with preparing, securing and concurring with the required permits (refer to Revision of Subsection 107.02) will not be measured and paid for separately, but shall be included in the work. END OF SECTION MISC Services Agreement – Northstar Concrete, Inc. Page 38 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 REVISION OF SECTION 107 SAFETY AND PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPING Project Specifications - Page 12 of 48 END OF SECTION MISC Services Agreement – Northstar Concrete, Inc. Page 39 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 REVISION OF SECTION 108 PROSECUTION AND PROGRESS Project Specifications - Page 13 of 48 Section 108 of the Standard Specifications is hereby revised as follows: SCHEDULE Subsection 108.03 - Schedule - is revised to include the following: The Contractor shall provide the number of working days per area to complete all work items covered by the contract and this number shall not exceed the number of contract working days. Location of vicinity maps are referenced in Section 03500 which show the limits of each project specified. Further detail of project scope can be found at the following web address: http://www.fcgov.com/streets/maps/maps/2017concrete_mm.html Prior to award, mutually acceptable milestones shall be determined by the Contractor and the City based on the schedule of working days discussed above. Note: General project limits are indicated in section 03500 Maps. The contractor may utilize as many crews as necessary to complete the work within their contract. If the Contractor choses to perform work on two (2) separate projects at once, the Contractor shall provide two (2) separate crews to perform the work unless otherwise approved by the Engineer. Subsection 108.05 – Limitation of Operations - is revised to include the following: The work shall be completed within the following calendar months (shaded months): JAN FEB MAR APR MAY JUN JUL AUG SEPT OCT NOV DEC Subsection 108.08 – Determination and Extension of Contract Time - is revised to include the following: Contract working days shall be completed in fifteen working days and during the months of July and August. Work shall be completed by August 17 to avoid conflict with the start of the school year at Irish Elementary. The Contractor shall mobilize to begin work within ten (10) working days of the Notice to Proceed and shall continue installations through completion of the contract. CONTRACTUAL MILESTONES Because of the smaller size of this project, the meeting of milestones is not required. Subsection 108.09- Failure to Complete Work on Time - is revised to include the following: Failure to mobilize within the days specified, and/or complete the contracted money amount within the allotted working days specified in 108.08 may result in liquidated damages assessed against the Contractor. At the Engineers discretion, liquidated damages in the amount of $1,000.00 per day may be retained from any monies due the Contractor, or the Engineer may retain a Contractor(s) to complete the work, or portion thereof to restore the contract to schedule, and retain any costs incurred above and beyond the bid prices of the Contract from any monies due the Contractor in lieu of liquidated damages. END OF SECTION MISC Services Agreement – Northstar Concrete, Inc. Page 40 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 REVISION OF SECTION 201 CLEARING AND GRUBBING Project Specifications - Page 14 of 48 Section 201 of the Standard Specifications is hereby revised as follows: CONSTRUCTION REQUIREMENTS The following sentence in subsection 201.02 shall be removed: “Branches of trees extending over the roadbed shall be trimmed to give a clear height of 20 ft. above the roadbed surface.” Subsection 201.02 is revised to include the following: “Branches of trees and shrubs shall be trimmed to 14 feet above the road. When tree roots are encountered during construction operations, the Contractor shall notify the Engineer prior to root removal. The Engineer and the City Forester's representative shall then make a determination regarding removal. When it is apparent that the tree roots have heaved the asphalt section, the Contractor shall remove the section(s) of asphalt as early as possible to allow time for inspection and to schedule root grinding operations, under separate contract. Root grinding will be scheduled as soon as possible to minimize delays in construction. Delays to planned work due to root grinding shall not be considered for additional traffic control payment or traditional days added to the total contract working days but shall be anticipated in the Contractor’s schedule. Where it is anticipated that tree roots may be encountered, great care shall be taken by the Contractor to prevent any damage to the roots with tools or equipment. Damage to roots during concrete removal shall be trimmed and cut with a sharpened, sanitized saw, cut orthogonally to its longitudinal axis as closely as practical, to leave the freshly cut root surface in a clean and smooth condition. Axes or other blunt objects shall not be used to cut tree roots. BASIS OF PAYMENT Subsection 201.04 is revised to include the following: All costs for removing tree roots shall be considered a subsidiary obligation of the Contractor in connection with the various items of the Work and no measurement or payment shall be made separately for the removal and trimming of tree roots. END OF SECTION MISC Services Agreement – Northstar Concrete, Inc. Page 41 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 REVISION OF SECTION 202 REMOVAL OF STRUCTURES AND OBSTRUCTIONS Project Specifications - Page 15 of 48 Section 202 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 202.01 is revised to include the following: This work consists of sawing and cutting to facilitate controlled breaking and removal of concrete, asphalt, and flagstone to a neat line. CONSTRUCTION REQUIREMENTS Subsection 202.02 is revised to include the following: Sawing of concrete and asphalt shall be done to a true line having a vertical face, unless otherwise specified. The depth of the saw cut in concrete and asphalt shall be of sufficient depth to ensure a vertical, smooth face, free from breakage, or as directed by the Engineer. Cuts in asphalt or concrete pavement shall be made such that each edge shall be parallel or at right angles to the direction of traffic. Dust created by sawing shall be mitigated by wet sawing or other means approved by the Engineer. Residue from sawing shall be removed by the Contractor at the earliest opportunity. Residue will not be allowed to run through the gutter flow line for more than fifty (50) feet. The Contractor shall prevent tracking of residue onto the roadway or walkway and shall prevent discharge into the storm drainage system. The Contractor shall use a storm water protection device or other means of controlling run off of residue as approved by the Engineer. See Section 208 “Erosion Control and Inlet Protection” contained herein. METHOD OF MEASUREMENT Subsection 202.11 shall include the following: Sawing shall be measured by the lineal foot. This item shall only be measured and paid where the Engineer directs sawing not already being paid under another item. Sawing related to the items described in Revision of Section 604 - Inlets and Culverts, and Section 608 & 609 Sidewalks, Curb & Gutter, Drive Approaches, Aprons, Crosspans, Pedestrian Access Ramps, Flatwork, and Concrete Pavement, shall be considered a subsidiary obligation of the Contractor, and shall not be measured and paid for separately. Erosion control measures used during sawing are considered incidental to sawing operations and shall not be measured and paid for separately. BASIS OF PAYMENT Subsection 202.12 is revised to include the following: Payment shall be made under: Pay Item Unit 202.01 Sawcutting 4 to 6” Lineal Foot The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in Sawcutting as specified in these specifications, as shown on the plans, and as directed by the Engineer. END OF SECTION MISC Services Agreement – Northstar Concrete, Inc. Page 42 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 REVISION OF SECTION 203 EXCAVATION AND EMBANKMENT Project Specifications - Page 16 of 48 Section 203 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 203.01 shall be removed and replaced with the following: This work shall consist of removing and disposing of the existing pavement, base or other soil material, preparing the subgrade for the subsequent course, and placing borrow in accordance with the specifications and in reasonably close conformity with the lines, grades, and typical cross sections shown on the plans or as designated by the Engineer. All excavation will be classified, “General Excavation”, “Muck Excavation”, as hereafter described. The Contractor shall dispose of all excavated material off-site in an environmentally responsible manner. CONSTRUCTION REQUIREMENTS Subsection 203.05 – Excavation - shall be removed and replaced with the following: General Excavation shall consist of the excavation of all materials of whatever character required for the work not being removed under some other item. The Contractor shall be responsible for the protection of the subgrade/base course until subsequent courses have been placed. The excavation will be accomplished in the following manner: General Excavation: The areas to be removed will be marked on the surface with paint by the Engineer. A straight vertical cut shall be made through the pavement, if necessary, to provide a square or rectangular opening, such that each edge will be parallel or at right angles to the direction of traffic. Wheel cutting, ripping, and tearing of asphalt using construction equipment such as a grader (blade) shall not be allowed. If the subgrade material is determined unstable by the Engineer, it shall be removed to the limits and depths designated. Where excavation to the finished grade section (including General Excavation and Patching) results in a subgrade of unsuitable soil, the Contractor shall remove the unsuitable materials and backfill to the finished grade section with approved material as directed by the Engineer. After the material has been removed to the depth specified by the Engineer, the Contractor shall prepare the subgrade by compacting with a sheepsfoot roller, rubber tired roller, and/or other compaction equipment as approved by the Engineer. The subgrade preparation shall not be measured and paid for separately, but shall be included in the contract unit price for General Excavation. Borrow: Borrow shall be placed as directed by the Engineer. The minimum amount of borrow shall be one load (approximately ten (10) ton). The cost for compaction shall be included in the contract unit price for Borrow. Borrow material shall meet the grading requirement for Class 1 (Pit Run) or Class 5 (Road Base) Aggregate Base Course. Class 1 Aggregate Base Course need not be crushed and can be of the pit run variety provided it falls within the gradation requirements as shown in the Standard Specifications. The material required for the specific location shall be directed by the Engineer. Load slips shall be consecutively numbered for each day and submitted to the Engineer daily. MISC Services Agreement – Northstar Concrete, Inc. Page 43 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 REVISION OF SECTION 203 EXCAVATION AND EMBANKMENT Project Specifications - Page 17 of 48 METHOD OF MEASUREMENT Subsection 203.13 is revised to include the following: The Contractor and the Engineer shall field measure and agree upon the excavated quantity before any further work continues. Should the Contractor fail to request the Engineer to measure any work and performs other work that would prevent the Engineer from measuring pay quantities, the Contractor shall not be compensated for materials not measured by the Engineer. Borrow shall be paid by the ton at the proper moisture. Haul and water necessary to bring mixture to optimum moisture content will not be measured or paid for separately, but shall be included in the contract unit price for Borrow. Aggregate Base Course that is placed as a result of excavation of unsuitable subgrade shall be paid for at the unit price for Borrow. The accepted quantities of Excavation will be paid for at the contract unit price per cubic yard, complete-in- place. Subgrade preparation, moisture conditioning, compaction, haul, and disposal will not be measured and paid for separately. BASIS OF PAYMENT Subsection 203.14 and 207.05 shall include the following: Payment shall be made under: Pay Item Unit 203.01 General Excavation Cubic Yard 203.02 Borrow Ton The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in Excavation and Borrow including haul, stockpiling, placing material, watering or drying soil, compaction, proof rolling, finish grading, complete-in-place, and disposal of unusable materials as shown on the plans, as specified in these specifications, and as directed by the Engineer. END OF SECTION MISC Services Agreement – Northstar Concrete, Inc. Page 44 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 REVISION OF SECTION 208 EROSION CONTROL AND INLET PROTECTION Project Specifications - Page 18 of 48 Section 208 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 208.01 shall be revised as follows: This work shall consist of constructing, installing, maintaining, and removing when required, erosion control measures during the life of the Contract and at a minimum at all inlets to prevent or minimize erosion, sedimentation, and pollution of any waterways. Work shall be in accordance with the Colorado Department of Transportation Standard Specifications for Road and Bridge Construction (latest edition), The City of Fort Collins Urban Drainage and Flood Control District Urban Drainage Criteria Manual, and the City of Fort Collins Environmental Standard Operating Procedures contained herein, Section 04000. Any loss of time or materials related to erosion and erosion control shall be the sole responsibility of the Contractor. Any damage to surrounding properties or facilities (either onsite or offsite) related to erosion caused by construction of this project, will be the sole responsibility of the Contractor MATERIALS Subsection 208.02 shall be revised to include the following: The Contractor shall submit the type of material to be used for erosion control measures prior to beginning the work. See Details Section 03000 contained herein. Contractor shall submit the type of material to be used for erosion control measures prior to beginning the work. 1. Inlet protection shall include sufficient length to protect around the perimeter of the inlet opening. 2. Erosion control devices around inlets near a load site shall be required. 3. Erosion control devices on the downstream side of an aggregate stockpile or truck washout area shall be required as directed by the Engineer. Recycled Rubberized Inlet Protection shall meet the following requirements: 1. Infill material: Shredded recycled rubber 2. Weight: approximately 10 lbs 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 Filter shall meet the following requirements or approved Equal: 1. Infill material: CDOT #67 washed rock or approve equal 2. Weight: approximately 20 lbs per linear foot 3. Diameter: Approximately 5 inches 4. Geotextile fabric: CDOT Class 1 Erosion Control Fabric, typical weight of 6-8 oz/yd. CONSTRUCTION REQUIREMENTS Subsection 208.03 is revised to include 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 and sediment. The Contractor shall continuously maintain all erosion and sediment control features so that they function properly during site construction. MISC Services Agreement – Northstar Concrete, Inc. Page 45 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 REVISION OF SECTION 208 EROSION CONTROL AND INLET PROTECTION Project Specifications - Page 19 of 48 All inlet protection devices shall be inspected and repairs made after each runoff event. Sediments shall be removed when one half the design depths has been filled. Sediments shall also be removed immediately from the traveled way of roads and disposed of properly. Subsection 208.04 – Best Management Practices for Stormwater - is revised to include the following: The Erosion Control Supervisor (ECS) is responsible for paperwork including completion of the Storm Water Management Plan (SWMP) in the submittal process, 14 calendar day inspections, and post storm inspection shall be conducted within 24 hours following a storm event. On the 14 day inspection the ECS should use the maintenance log in Appendix B of the SWMP. If a storm occurs the post storm is equivalent to a 14 day inspection, and the next inspection would occur 14 days after the last storm. ECS should make daily inspections of erosion control features on the job to ensure compliance and correct the control features when needed. A daily inspection is not required the day of a 14 calendar day inspection. 14 day inspections will be paid upon submission and engineer determines that the Contractor has been compliant with SWMP best practices. Subsection 208.06 - Materials Handling and Spill Prevention - is revised to include the following: Appropriate Spill Kits shall be on site with each piece of equipment at all times during installation of the Work and during equipment maintenance and fueling (see Section 04000 ESOP). The Contractor shall submit a description of the items contained in each Spill Kit for approval by the Engineer. METHOD OF MEASUREMENT Subsection 208.11 is revised to include the following: Payment for Wattles (rock bags and recycled rubber bags) shall be made by the lineal foot for inlet protection at each location as required and accepted by the Engineer. The length shall be sufficient to protect the opening and sides of the inlet grate. A maximum of four (4’) lineal foot additional to the opening width shall be paid. Excessive lengths shall not be paid. When a protection device is installed at a new location, whether the protection device is new or has been relocated, an additional lineal foot payment will be made for the protection of the location. Devices that become non-functional during construction shall not be paid. A protection device shall be installed at load sites and on the downstream side of stockpiles, base piles, and truck washout areas, or as directed by the Engineer and shall not be measured and paid for separately. Excavation required for removal of accumulated sediment from traps, basins, and other clean out excavation of accumulated sediment, and the proper disposal of sediment, shall be considered incidental to the work and not be measured and paid separately. All construction material that enters an inlet due to the Work shall be removed from the inlet interior and removed from the site to an approved disposal location. This work shall not be measured and paid for separately. Street sweeping will not be measured or paid for separately but shall be incidental to the work. Erosion control measures used during saw cutting are considered incidental to all saw cutting operations and shall not be paid for separately. “SWMP Maintenance Log-14 day inspection” shall be measured on a per event basis or once every 14-days without rain fall. An event shall be considered more than a 0.1 inch of precipitation. The Contractor shall have the Erosion Control Supervisor inspect all active projects under the contract after each significant rainfall event for BMP failure or missing BMPs or excessive sediment release. The inspection shall include preparing a log with pictures of the deficiencies and failures of the BMPs to contain sediment and actions taken to mitigate/clean up the problems and modifications to the proposed BMPs to address the deficiencies. Payment shall be made for each event verified through the inspection log at the Engineer’s discretion. MISC Services Agreement – Northstar Concrete, Inc. Page 46 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 REVISION OF SECTION 208 EROSION CONTROL AND INLET PROTECTION Project Specifications - Page 20 of 48 BASIS OF PAYMENT Subsection 208.12 shall be amended to include the following: Payment shall be made under: Pay Item Unit 208.01 Stormwater Protection – CDOT Gravel Bag (Rock Sock) Lineal Foot 208.02 Stormwater Protection - Recycled Rubber Filled Wattle Lineal Foot 208.03 Stormwater Protection – CDOT Gravel Bag Inlet Filter Each 208.04 SWMP Maintenance Log- 14 Day Inspection Each The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in installing, maintaining, removing, and relocating when required, erosion control measures, as shown on the plans, as specified in these specifications, and as directed by the Engineer. END OF SECTION MISC Services Agreement – Northstar Concrete, Inc. Page 47 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 REVISION OF SECTION 212 SEEDING, FERTILIZER AND SODDING Project Specifications - Page 21 of 48 Section 212 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 212.01 is revised to include the following: This work shall consist of soil preparation and furnishing and placing topsoil and blue grass sod in accordance with these specifications, accepted horticulture practice, and in reasonably close conformity with the existing topography of the location. This work shall not include locations of concrete repair in which grade changes and additional work is directed by the Engineer. See Section 107 "Safety and Protection and Restoration of Property" found herein. MATERIALS Subsection 212.02 – Seed, Soil Conditioners, Fertilizers, and Sod - is revised to include the following: Topsoil Topsoil shall conform to the requirements of CDOT 207. Sod Bluegrass sod shall be nursery grown, 99% Kentucky Blue Grass and 99% weed free. Other sod type may be used only if approved in writing by the Engineer. The 1% allowable weeds shall not include any undesirable perennial or annual grasses or plants. Soil thickness of sod cuts shall not be less than 3/4 inch nor more than one inch. Sod shall be cut in uniform strips with minimum dimensions of 12 inches in width and 48 inches in length. The Contractor shall submit a sample of the sod he proposes to furnish and the sample shall serve as a standard. Any sod furnished, whether in place or not, that is not up to the standard of the sample may be rejected. Sod that has been cut for more than 24 hours shall not be used. Each load of sod shall be accompanied by a certificate from the grower stating the type of sod, and the date and time of cutting. CONSTRUCTION REQUIREMENTS Subsection 212.05 – Sodding - is revised to include the following: Soil Preparation: The area shall be cleaned with a minimum depth of four (4) inches (where topsoil does not exist) and a minimum width of one (1) foot, all irregularities in the ground surface shall be removed, and all edges clean and vertical. Sticks, stones, debris, and other similar material more than ½ inch in diameter shall be removed. Any objectionable depressions or other variances from a smooth grade shall be corrected. Topsoil Placement: Topsoil shall be placed and compacted with a minimum depth of four (4) inches. The amount of compaction required shall be as directed by the Engineer. Sod Placement: The minimum width for sod shall be one (1) foot. The area to be sodded shall be smooth. The sod shall be laid by staggering joints with all edges touching. On any slopes, the sod shall run approximately parallel to the slope contours. The Contractor shall water the sod once and notify the property owner in writing of the nature of the work that has taken place, that the sod has been only watered once, and provide the recommended watering schedule for new sod placement as recommended by the sod supplier. Sod placement/replacement required due to Contractor negligence shall follow the requirements of this section but shall not be measured and paid for under the terms of this contract. MISC Services Agreement – Northstar Concrete, Inc. Page 48 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 REVISION OF SECTION 212 SEEDING, FERTILIZER AND SODDING Project Specifications - Page 22 of 48 BASIS OF PAYMENT Subsection 212.08 is revised to include the following: No measurement or payment shall be made for re-sodding or seeding lawns damaged by the Contractor adjacent to new concrete when the grade of the existing lawn reasonably matches the grade of the new concrete. Re- sodding and seeding in this instance shall be considered incidental to the work being performed. Seeding and Sod shall only be paid when requested by the Engineer for specific situations, shall be paid by the square foot at the contract unit price, and shall include full compensation for items noted below. In areas where the Engineer directs new work or the reconstruction area requires grade adjustment the placement of topsoil, sod, and sprinkler relocation will be provided by the City under separate contract. Payment shall be made under: Pay Item Unit 207.01 Imported Topsoil Cubic Yard 212.01 Sod Square Foot 212.02 Landscape/Irrigation Labor Hour The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in the placement of seeding and sodding, including haul, stockpiling, placing material, repairing sprinklers, watering or drying soil, compaction, finish grading, complete-in-place, and as shown on the plans, as specified in these specifications, and as directed by the Engineer. END OF SECTION MISC Services Agreement – Northstar Concrete, Inc. Page 49 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 REVISION OF SECTION 304 AGGREGATE BASE COURSE Project Specifications - Page 23 of 48 Section 304 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 304.01 is revised to include the following: This work shall consist of furnishing and placing one or more courses of aggregate base or recycled concrete on a prepared subgrade. MATERIALS Subsection 304.02 - Aggregate - is revised to include the following: Aggregate Base Course shall meet the grading requirements for Class 5. Recycled concrete may be substituted for Aggregate Base Course as authorized by the Engineer. Recycled asphalt shall not be used as subgrade beneath concrete sidewalk, curb, and gutter. CONSTRUCTION REQUIREMENTS Subsection 304.04 – Placing - is revised to include the following: The contractor shall be responsible for the protection of the subgrade/base course until subsequent courses have been placed. Load slips shall be consecutively numbered for each day and submitted daily to the Engineer. Borrow or Aggregate Base Course that is placed as a result of excavation of unsuitable subgrade shall be paid for at the unit price for Borrow under Revision of Section 203, Excavation and Embankment. METHOD OF MEASUREMENT Subsection 304.07 is revised to include the following: The accepted quantities for Aggregate Base Course shall be measured and paid for at the contract unit price per ton at the proper moisture. Haul and water necessary to bring mixture to optimum moisture content including compaction efforts shall not be measured and paid for separately, but shall be included in the contract unit price for Aggregate Base Course. Aggregate Base Course shall be paid at 90% of the daily total amount as determined by the daily load slips submitted to and as accepted by the Engineer at the end of each day. The intended use of Aggregate Base Course is to bring the subgrade of the concrete repair area to finished grade. The remaining 10% of the daily quantity anticipates Aggregate Base Course being used as form board reinforcement, storm water protection, or for other incidental items. If excessive waste above 10% becomes apparent, the quantity shall be adjusted and deducted from the total daily quantity as determined by the Engineer. Aggregate Base Course contaminated from failure to protect open excavations shall not be paid. Borrow or Aggregate Base Course that is placed as a result of excavation of unsuitable subgrade shall be paid for at the unit price for Borrow under Revision of Section 203, Excavation and Embankment. MISC Services Agreement – Northstar Concrete, Inc. Page 50 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 REVISION OF SECTION 304 AGGREGATE BASE COURSE Project Specifications - Page 24 of 48 BASIS OF PAYMENT Subsection 304.08 is revised to include the following: Payment shall be made under: Pay Item Unit 304.01 Aggregate Base Course Ton The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all work involved in the placement of Aggregate Base Course including haul and water, stockpiling, placing material, watering or drying soil, compaction, proof rolling, finish grading, complete-in-place, and disposal of unusable materials as shown on the plans, as specified in these specifications, and as directed by the Engineer. END OF SECTION MISC Services Agreement – Northstar Concrete, Inc. Page 51 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 REVISION OF SECTION 403 HOT MIX ASPHALT Project Specifications - Page 25 of 48 Section 403 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 403.01 is revised to include the following: This work shall consist of the placement of hot mix asphalt as a temporary repair to provide vehicle or pedestrian access, until such time as the permanent repair can be made. CONSTRUCTION REQUIREMENTS Subsection 403.03 is revised to include the following: ASPHALT PAVEMENT PRESERVATION “Asphalt Pavement Preservation” shall be measured and paid by the lineal foot along concrete gutter, drainage pans and aprons that were replaced with the project The Engineer shall assess the asphalt condition and determine the required removal. This item shall only be paid when the concrete removal can be accomplished without damage requiring permanent patching to the existing asphalt along the concrete toe base on the Engineers judgment. This item is provided as incentive to preserve the existing asphalt and provide compensation for additional costs that may be associated with the removal and restoration of the landscaping. TEMPORARY PATCHING In all concrete repair locations where asphalt preservation is not viable, the Contractor shall remove no more than six (6) inches in width of asphalt pavement. The pavement areas shall be temporarily patched with Hot Mix Asphalt grading ‘S’, ‘SX’, or as approved by the Engineer. Temporary asphalt patching shall be placed at the typical depth of two (2) inches. The depth of patching may be increased to a maximum depth of six (6) inches as directed by the Engineer. Prior to opening newly installed concrete to pedestrian or vehicular traffic, the contractor shall ensure that any changes in elevation to the adjacent surfaces have been remedied by the use of hot mix asphalt placed in a 12:1 wedge, or as directed by the Engineer. The asphalt used for this operation shall be measured and paid for under item 403.02 “Temporary Patching” until such time as the permanent repair can be made. Prior to installation of two (2) inches of temporary asphalt patching the Contractor shall use a bond breaking material (i.e., curing compound, form oil, etc), as approved by the Engineer. The bond breaking material shall be applied to the face of the new concrete adjacent to the temporary patch installation. Temporary asphalt depths greater than two (2) inches shall have a paper bond breaking material or other bond breaking method approved by the Engineer to mitigate damage to the new concrete during permanent patching. METHOD OF MEASUREMENT Subsection 403.04 is revised to include the following: The accepted quantities for Temporary Patching will be measured and paid for at the contract unit price per ton. Pavement cutting, excavation, subgrade preparation, haul, disposal, bond breaking material, installation, and bituminous material will not be measured or paid for separately, but shall be included in the contract unit price for Temporary Patching. Load slips shall be consecutively numbered for each day and shall include the batch time, asphalt grading, and weight of asphalt. BASIS OF PAYMENT Subsection 403.05 is revised to include the following: MISC Services Agreement – Northstar Concrete, Inc. Page 52 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 REVISION OF SECTION 403 HOT MIX ASPHALT Project Specifications - Page 26 of 48 Payment shall be made under: Pay Item Unit 403.01 Asphalt Surface Preservation Lineal Foot 403.02 Temporary Patching Ton The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in Temporary Patching, including pavement cutting, excavation, haul, disposal, surface preparation, and bituminous materials, complete-in-place, as shown on these plans, as specified in these specifications, and as directed by the Engineer. END OF SECTION MISC Services Agreement – Northstar Concrete, Inc. Page 53 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 REVISION OF SECTION 601 STRUCTURAL CONCRETE Project Specifications - Page 27 of 48 Section 601 of the Standard Specification is hereby revised as follows DESCRIPTION Subsection 601.14 – Finishing Hardened Concrete Surfaces - is revised to include the following: This work shall consist of preparing, rolling, spraying retarder, and exposing the sanded concrete surface sand including all materials, labor, tools and incidentals to obtain an exposed sand finish. The unit cost shall include the additional work and materials only for exposing the sand finish and shall be paid in addition to the unit cost for the item installed (i.e., Flatwork 4”, Flatwork 6”, etc.). Concrete shall meet the requirements specified in Revision of Section 608 and 609 contained herein. Material deviations from Revision of Section 608 and 609 shall be submitted and approved by the Engineer. CHI 027 Surface Treatment or approved equivalent shall be applied to the concrete surface to create the texture. The Engineer shall specify the depth of penetration of the retarder. Slabs may be sealed in accordance with the manufacture’s recommendations. The Contractor shall have a minimum of five (5) years’ experience exposing the sand finish for cast-in-place concrete. The Contractor shall submit a list of prior installation locations for review and evaluation for quality and installation expertise to the Engineer. The Contractor shall submit samples showing finish, color, and sealer including a color chart, product data, and equipment data. The slab thickness, jointing, reinforcement (if any), and expansion joint locations shall be approved by the Engineer. The Contractor shall place one (1) on-site test section determined by the Engineer to determine surface consistency. All concrete work shall be performed by a skilled Craftsman with a minimum of two (2) years’ experience in exposing the sand finish. A minimum of one qualified Craftsman is required at each finishing operation requiring exposed sand finish. The subgrade shall be prepared and forms installed as specified herein. After concrete placement, the Contractor shall screed the concrete to the finished grade. Exposed sand finish surfaces shall be prepared using a double drum roller tamps prior to floating. The roller shall provide uniformity during rolling including the surface areas in the corners of the slab. Deviations from this process must be approved 48 hours prior to scheduled placement of fresh concrete. The retarder shall be applied per the manufacturer’s recommendations using an approved sprayer to achieve a uniform and consistent application rate. Area(s) adjacent to the new installation shall be protected from damage as required by the Engineer. At the appropriate time, the concrete paste shall be washed from the surface with a power washer or other means as approved by the Engineer. The overall texture shall be free from texture deficiencies such as deep or shallow surface inconsistencies. Care shall be taken to contain the cement paste when washed from the concrete surface. Wattles or containment pits shall be required to ensure that no residue runs through the gutter or enters inlets. The method of containment shall be approved by the Engineer. The paste residue shall be removed from the site and properly disposed. After the initial curing period the surface of the slab shall be sealed. MISC Services Agreement – Northstar Concrete, Inc. Page 54 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 REVISION OF SECTION 601 STRUCTURAL CONCRETE Project Specifications - Page 28 of 48 METHOD OF MEASURMENT Subsection 601.19 shall be amended to include the following: Concrete placement shall be in accordance with Revision of Section 608 and 609. Concrete materials, placement, forming, subgrade preparation, including equipment, tools, and labor to install concrete shall not be included under “Exposed Sand Finish – Up Charge” and shall be paid at the contract unit price for the corresponding type of installation (i.e., Flatwork 4”, Flatwork 6”, etc.) “Exposed Sand Finish – Up Charge” shall be measured and paid by the square foot at the contract unit price for the accepted quantities and shall include labor, materials, and equipment for retarder application, tamp rolling, exposing the sand finish, storm water protection, and cleanup. BASIS OF PAYMENT Subsection 601.20 shall be amended to include the following: Payment will be made under: Pay Item Unit 601.01 Exposed Sand Finish – Up Charge Square Foot The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all additional work involved in “Exposed Sand Finish – Up Charge” as specified in these specifications, as shown on the plans, and as directed by the Engineer. END OF SECTION MISC Services Agreement – Northstar Concrete, Inc. Page 55 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 REVISION OF SECTION 604 INLETS AND CULVERTS Project Specifications - Page 29 of 48 Section 604 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 604.01 shall be amended to include the following: This work shall consist of the installation of, or removal and replacement of inlets, inlet decks, and sidewalk culverts in accordance with these specifications, and in reasonably close conformity with the lines and grades shown on the plans or established by the Engineer. CONSTRUCTION REQUIREMENTS Subsection 604.04 - Manholes, Inlets, and Meter Vaults - is revised to include the following: Type R Inlets shall be installed per CDOT M&S Standards, latest revision, standard plan number MS-604-12. Care shall be taken during removals to salvage hardware material to the maximum extent feasible (i.e., frames, grates, adjustable bonnets, angle iron faces, steel rods, etc.). Salvable material shall be reinstalled in the structure or remain the property of the City of Fort Collins and shall be stockpiled by the Contractor at specified locations within the project limits. The Contractor shall safeguard salvable materials and shall be responsible for the expense of repairing or replacing damaged or missing material until it is re-incorporated into the work or is loaded onto City equipment by the Contractor. All reinforcing steel encountered during removal shall be replaced with new steel of the grade and size as shown on the details found herein and shall not be measured and paid for separately. When concrete is to be removed and replaced around an existing grate without disturbing the deck or basin, this shall not constitute “Reconstruct Inlet Deck”. These locations shall be measured and paid for separately under the items described in Revision of Sections 608 and 609. Expansion joint material shall be installed every 500' in long runs and between the new structure and existing concrete slabs, where called for, and around fire hydrants, poles, inlets, sidewalk culverts, mid-block ramps, radius points at intersections, and other fixed objects (i.e., slabs or curbs). Expansion joint material shall be full depth, installed vertically, and in accordance with the CDOT M&S Standards for Concrete Pavement Joints, MS-412-1. The joint shall be edged with a suitable edging tool and sealed in accordance with CDOT Section 412.18, sealing joints. METHOD OF MEASUREMENT Subsection 604.06 is revised to include the following: Items defined with “Remove & Replace”, for each inlet type and concrete sidewalk culvert, shall be measured and paid per each under the corresponding type of inlet, shall include two, three and one half foot (3.5) transitions measured from inside face of box on each side, and shall include furnishing new hardware material (i.e., bonnet, frame, grate, etc.). “Material Only” items for the corresponding structures shall not be paid in addition to items designated “Remove & Replace”. Items defined with “Reconstruct”, for each inlet type shall be measured and paid per each under the corresponding type of inlet, shall include two three and one half foot (3.5) transitions measured from inside of face of box on each side, and shall include salvaged hardware material (i.e., bonnet, frame, grate, etc.) When only the throat (gutter area only, excluding the hood/deck) of the inlet is marked for repair, the installation shall be measured and paid by the square foot under Revision of Section 608 and 609, “Crosspan 8” – Remove & Replace”. “Material Only” items shall be paid per each only when existing material for the structure cannot be salvaged, does not meet current specifications, cannot be provided by the City, or as requested by the Engineer. “Material Only” shall be paid in addition to the “Reconstruct Inlet Deck” or “Metal Sidewalk Culvert - Salvaged MISC Services Agreement – Northstar Concrete, Inc. Page 56 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 REVISION OF SECTION 604 INLETS AND CULVERTS Project Specifications - Page 30 of 48 Material” items for the corresponding structure as directed by the Engineer. “Material Only” shall not be paid when damage to the existing hardware material was due to construction operations or carelessness during removal and shall be replaced by the Contractor at the Contractors expense. The Contractor shall notify the Engineer immediately when issues prevent salvage of the existing material. “Metal Sidewalk Culvert - Salvaged Material” shall be measured and paid per each and shall include reinstallation of salvaged hardware material (i.e., frame, grate, etc.). The Contractor shall provide new brass or galvanized screws for the plate reinstallation. “Metal Sidewalk Culvert – Salvaged Material” shall be constructed per the standard details contained herein for Attached Vertical and Drive-Over Curb and Gutter (details D-10, D-11) with the following modifications: Concrete for the floor beneath the metal plate shall be three (3) feet wide centered beneath the plate. The subgrade beneath the concrete floor shall be compacted, firm, and non-yielding and have a transition slope length of one (1) foot beyond the floor on each side (see details D -10 and D-11, sections B-B) and shall be sloped to match the bottom of the grade for the adjacent or proposed concrete sidewalk. Expansion material shall be installed full depth and set vertically at the top of the subgrade slope on each side of the chase. The typical structure length, measured parallel with the sidewalk, shall be five (5) feet with fifteen (15) inches on each side from the edge of the plate to the expansion material. ‘Metal Sidewalk Culvert’ shall not include adjacent sidewalk beyond the five (5) feet structure dimension.” The installation of the plate shall typically be aligned flush with the back of the existing sidewalk and shall be offset from the vertical plane of the flow line by a minimum of three (3) inches. Dimension variances of existing plates and offset from the flowline shall be field fit to match existing conditions and shall be modified as directed by the Engineer. In no case shall the plate extend flush with the vertical plane of the flow line or be less than four (4) feet when measured perpendicular to the sidewalk. Hollywood style curb and gutter, an exception to standard installations, shall be installed as directed by the Engineer and measured and paid as agreed between Contractor and Engineer utilizing existing pricing to the maximum extent possible. “Metal Sidewalk Culvert – Material Only” shall be measured and paid per each based on 11.25 square feet (standard plate size) and shall be paid only when existing material cannot be salvaged, does not meet criteria, cannot be provided by the City, or as requested by the Engineer. “Material Only” shall be paid in addition to the “Metal Sidewalk Culvert - Salvaged Plate”. The standard dimensions shall be two feet six inches (2.5’ measured parallel with sidewalk) by four feet six inches (4.5’ measured perpendicular to sidewalk), or 11.25 square feet. Actual dimensions may vary and shall be verified. “Metal Sidewalk Culvert - Additional 5/8” Plate” shall be measured and paid by the square foot, shall include the 5/8” thick plate and frame as designated in the drawings contained herein, and shall be the basis to increase or decrease payment when variances from the typical structure sizes are required. The cost per square foot shall be used to add or deduct from payment under “Additional Square Foot Plate”. Payment shall be made in addition to “Metal Sidewalk Culvert – Material Only”. “Concrete Sidewalk Culvert” shall be constructed per the standard detail contained herein (D-12) with the following modifications: The #5 bars shown in Detail D-12, section C-C, shall be extended to the end of the transitions on both sides of the culvert and shall have three (3) inches of clearance from the expansion material installed at each end of the culvert. Expansion material shall be full depth and set vertically on each side of the culvert. When only the throat (gutter area only, excluding the hood/deck)) of an Inlet, Sidewalk Chase, or Concrete Sidewalk Culvert” is marked for repair, the installation shall be measured and paid by the square foot under MISC Services Agreement – Northstar Concrete, Inc. Page 57 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 REVISION OF SECTION 604 INLETS AND CULVERTS Project Specifications - Page 31 of 48 Revision of Section 608 and 609, “Crosspan 8” – Remove & Replace”. The thickness of the expansion material shall be one half (1/2) inch or one (1) inch as directed by the Engineer. Expansion shall be measured and paid as “Expansion” by the lineal foot under Revision of Section 608 and 609, “Expansion”. Sawcutting for items contained in this section shall be incidental to the work and shall not be measured and paid for separately. Erosion control measures used during sawcutting are considered incidental to all sawcutting operations and shall not be measured and paid for separately. BASIS OF PAYMENT Subsection 604.07 is revised to include the following: Payment shall be made under: Pay Item Unit 604.01 Type R Inlet – Remove & Replace (5’ Opening, 5’ Max depth, CDOT, M-604-12) Each 604.03 Type R Inlet – Reconstruct Inlet Deck (5’ Opening, CDOT, M-604-12) Each 604.05 Type R Inlet – Material Only (CDOT, M-604-12) Each 604.06 Area Inlet - Remove & Replace (5’ Max depth, Detail D-9A) Each 604.08 Area Inlet - Reconstruct Inlet Deck (4’ Opening, Detail D-9A) Each 604.10 Area Inlet - Material Only (Detail D-9A) Each 604.11 Catch Basin - Remove & Replace (5’ Max depth, Detail D-13B) Each 604.13 Catch Basin - Reconstruct Inlet Deck (Detail D-13B) Each 604.15 Catch Basin - Material Only (Detail D-13B) Each 604.16 Modified Type 13 Curb Inlet - Remove & Replace (5’ Max depth, Detail D-13A) Each 604.18 Modified Type 13 Curb Inlet - Reconstruct Inlet Deck (Detail D-13A) Each 604.20 Modified Type 13 Curb Inlet - Material Only (Detail D-13A) Each 604.21 Concrete Sidewalk Culvert - Remove & Replace (Details D-12, D-13) Each 604.22 Metal Sidewalk Culvert - Salvaged Material (Details D-10, D-11) Each 604.23 Metal Sidewalk Culvert - Material Only (Details D-10, D-11) Each 604.24 Metal Sidewalk Culvert - Additional 5/8” Plate (Details D-10, D-11) Square Foot The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in Inlets and Culverts, including demolition, disposal, reinforcement, and materials, complete-in-place, as specified in these specifications, as shown on the plans, and as directed by the Engineer. END OF SECTION MISC Services Agreement – Northstar Concrete, Inc. Page 58 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 REVISION OF SECTION 608 AND 609 SIDEWALKS, CURB AND GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, PEDESTRIAN ACCESS RAMPS, FLATWORK, AND CONCRETE PAVEMENT Project Specifications - Page 32 of 48 Sections 608 and 609 of the Standard Specifications are to be deleted and replaced with the latest revision of the Larimer County Urban Area Street Standards, except as noted herein: DESCRIPTION This work consists of the construction of concrete sidewalks, curb and gutter, drive approaches, aprons, crosspans, pedestrian access ramps, and concrete pavement in accordance with these specifications and in conformity with the lines and grades shown on the plans or established by the Engineer. MATERIALS The mix designs for all types of concrete to be utilized shall be determined by the Contractor, submitted to the Engineer two weeks prior to beginning work, and approved a minimum of one week prior to the beginning of construction. Cement used shall conform to the Standard Specification for Portland Cement, ASTM C 150-85, AASHTO M85, Type I, Type I/II, or Type III. The air content shall be four (4) percent to eight (8) percent. “High Early” concrete shall be used for all concrete repair locations. “High Early” concrete shall have a specified required field compressive strength of 4000 psi and a minimum 48 hour compressive strength of 3000 psi. The concrete shall have a maximum water/cement ratio of 0.45. The type of concrete placed at a particular location may be modified by the Engineer but shall not have less than the minimum required compressive strength specified herein and shall be approved by the Engineer. See Section 10.5.2 ‘Rigid Pavement Design’ Section 22.4 Non-Structural Concrete and Section 22.5.5 ‘Portland Cement Concrete Pavement’, in the “Larimer County Urban Area Street Standards for Street Construction”. Water Reducing Agents shall conform to ASTM C 494-82. Accelerating Agents shall conform to ASTM C 494-82. Calcium Chloride shall not be utilized as an accelerating agent. The Contractor shall furnish a load slip containing the information required by AASHTO M157, Section 13, Subsection 13.1 and 13.2, with each batch of concrete. In addition, the type of concrete (mix code) shall be shown on each load slip and a copy of the batch weights shall accompany each concrete ticket. Concrete delivered without a load slip containing complete information as specified will be subject to rejection. Curing materials shall be white pigmented liquid linseed oil based or paraffin based curing compound, and shall conform to ASTM Specification C 309-81 Type II, Class B. The application rate for curing compound shall be a minimum of 150 sq. ft./gal. The curing compound shall be applied immediately upon completion of the finishing in a uniform pattern resulting in complete coverage of the exposed concrete area. Curing compound shall also be sprayed on the concrete surfaces after removal of the forms (back of curb and toe face of gutter). CONSTRUCTION REQUIREMENTS “Remove and Haul Fillet” shall be defined as concrete or asphalt installed in the flow line of the gutter and shall be paid per each. Care shall be taken during removal of fillets to protect the existing concrete sidewalk and gutter from damage. Any damage to the existing concrete shall be repaired or replaced at the Contractors expense. Monolithic hybrids of curb, gutter, sidewalk and highback vertical curb and gutter will be replaced using the same configuration as it was originally installed, unless a flaw in its engineering should become apparent. In these cases the design may be modified by the Engineer. The finished exposed surface and edging of the concrete shall have a broomed finish. Smooth surfaces around the perimeter of the adjoining concrete shall not be matched unless directed by the Engineer. MISC Services Agreement – Northstar Concrete, Inc. Page 59 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 REVISION OF SECTIONS 608 AND 609 SIDEWALKS, CURB AND GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, PEDESTRIAN ACCESS RAMPS, FLATWORK, AND CONCRETE PAVEMENT Project Specifications - Page 33 of 48 All newly installed concrete shall be date stamped by the Contractor. If the installation is larger than one concrete section, only one stamp per area of installation shall be required. The stamp shall include the Contractor’s name and year of installation. The concrete shall be stamped at the appropriate curing time so the Contractor’s name and year of installation are clearly legible. Typically, the stamp shall be installed at the back edge of the sidewalk, on the right hand side when viewing the installation from the street, or as directed by the Engineer. The maximum spacing for transverse joints in crosspans, concrete pavement, and sidewalk shall be ten (10) feet or as directed by the Engineer. All concrete control joints shall be tooled to one quarter (1/4) of the concrete thickness or as directed by the Engineer. All construction joints for crosspans and/or aprons adjacent to new or existing concrete shall be constructed in accordance with the detail for "Concrete Construction Joints" contained herein. This item will not be measured or paid for separately under the terms of this contract. Forms shall be installed at the full depth of the concrete placement. The Contractor shall be responsible for the protection of the subgrade and/or base course until the concrete is placed. The Contractor shall protect the concrete against moisture loss, rapid temperature change, rain, flowing water, mechanical injury, pedestrian and vehicular traffic, and Contractor's equipment for a minimum of 36 hours after the placement of curing compound for 48 hour high early concrete. Asphalt patching against fresh concrete shall not be permitted during the time frames for protection of the concrete. The Contractor shall not sprinkle water on the surface of the newly placed concrete to assist with finishing. The use of a finishing aide may be approved on a limited case by case basis only when the material to be used has been submitted to the Engineer for approval prior to use in the field. Concrete blankets shall be used when the ambient temperature is expected to fall to 32ºF or below within 36 hours after placement and shall remain in place for a minimum period of 36 hours for 48 hour high early concrete. This item will not be measured or paid for separately under the terms of the contract. The debris immediately adjacent to a concrete repair location shall be completely cleaned up on the work day following the placement of the concrete. If required, the concrete shall be protected as stated above. Any damage caused during the cleanup process shall be the Contractor's responsibility. In locations where concrete pavement is replaced, the new pavement shall have a minimum thickness of eight (8) inches. Existing pavement shall be saw cut to obtain a straight and neat edge for paving and shall be deep enough to cut through the entire pavement thickness. The subgrade plane shall not vary more than one half (1/2) inch in ten (10) feet. All concrete pavement joints shall be sealed with an asphalt filler compound, or approved equal, in accordance with the detail for “Concrete Pavement Joints” contained herein or as directed by the Engineer. The cost for joint sealing shall be included in the contract unit price for “Concrete Pavement 8”- Remove & Replace.” The top of the new pavement shall be even with the existing concrete pavement and the newly installed concrete shall be consolidated with a mechanical vibrator. All construction joints shall be tied and doweled except for expansion joints, joints along existing curb and gutter, and contraction joints, in accordance with the CDOT detail for “Concrete Pavement Joints” contained herein. All retro-fit, remove and replace, new paving panels shall be connected to the adjacent existing pavement with 18-inch deformed #5 tie bars drilled into the existing pavement as shown section T. Any new traverse paving joints between contiguous panels shall have smooth, epoxied load transfer dowels per section DC on detail M-412-1. The holes may be drilled so the rebar fits snuggly or installed using a concrete adhesive. Dowel bars for adjacent panels shall be coated entirely with a bond breaking material approved by the Engineer. MISC Services Agreement – Northstar Concrete, Inc. Page 60 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 REVISION OF SECTIONS 608 AND 609 SIDEWALKS, CURB AND GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, PEDESTRIAN ACCESS RAMPS, FLATWORK, AND CONCRETE PAVEMENT Project Specifications - Page 34 of 48 When a batch of concrete delivered to the site does not conform to the minimum specified air content, an air entraining admixture shall not be allowed to be added on site. Restoration of landscape shall be in accordance with Revision of Section 107, “Safety and Protection and Restoration of Property and Landscape" found herein. The time frame for restoration shall be within two (2) working days from the time the concrete was placed for backfill with topsoil and by no later than the end of the first working day of the following week for sod replacement. Concrete washout/truck washout areas shall be contained in such a manner that no visual evidence of cement or aggregate spoils remain on the site. In addition, direct washout to curb and gutter flow lines or inlet structures is prohibited. Washout may be accomplished by use of an identified off-site location or a designated spoil/base pile (see Section 208 Erosion Control and Inlet Protection), and shall include the placement of a Stormwater Protection Device on the downstream side of the washout area. Methods shall be submitted and approved by the Engineer. Flagstone sidewalk, brick pavers and trolley roadbed bricks shall be salvaged to the maximum extent feasible. All flagstones, pavers, and bricks shall become the property of the City of Fort Collins. Flagstones shall be hauled by the Contractor and delivered to the City’s site located at 1500 Hoffman Mill Road. Loading, unloading, and hauling shall not be measured and paid for separately but shall be included in “Remove Concrete”. In areas where the Engineer directs the re-setting of flagstone, the existing flagstone shall be salvaged and reset on a compacted base. The elevation of the flagstone shall match as closely as possible the surface treatment of the surrounding area. METHOD OF MEASUREMENT Sawcutting related to the items in this section shall be considered a subsidiary obligation of the Contractor, and shall not be measured or paid for separately. Erosion control measures used during sawcutting shall be considered incidental and shall not be measured or paid for separately. “Remove Concrete” shall include removal and disposal or salvage of existing asphalt, concrete, or flagstone. This item shall be paid where the Engineer directs removal only, and removal is not already being paid under another item. “Apron 8” shall be paid by the square foot and, when installed on a radius, shall include the area of 8-inch Pavement from the back of the curb to the apron legs (A and C) and from point of curvature to point of curvature. The area of an Apron shall be calculated as follows (see diagram below): ((A*C) - (π (A-B) (C-D)/4)) Truncated Domes A C B D MISC Services Agreement – Northstar Concrete, Inc. Page 61 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 REVISION OF SECTIONS 608 AND 609 SIDEWALKS, CURB AND GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, PEDESTRIAN ACCESS RAMPS, FLATWORK, AND CONCRETE PAVEMENT Project Specifications - Page 35 of 48 “Pedestrian Access Ramp” shall be measured by the square foot and shall include the area between the back of the curb and both points of curvature, if on the radius, or the top of transition if mid-block. “Pedestrian Access Ramp Highback Curb” shall be measured by the square foot. The width shall be measured from the back of the curb to the top of the transition at the back of the ramp, and the length shall be measured at the midpoint from PT to PC. All Pedestrian Access Ramps shall be placed in accordance with the details contained herein. Ramp items shall include all labor, materials (except truncated domes), equipment and incidentals, saw-cutting, removal, haul, and disposal, and for doing all work involved in removal and replacement of pedestrian access ramps. “Add Domes to Existing Ramp” shall be measured by the square foot (SF). The length and width shall be measured as per the area removed from the existing ramp, as directed by the City Engineer. This area of new concrete shall have a minimum thickness of six (6) inches, and shall have 18-inch #5 dowel bars at 12 inches on center, or as directed by the Engineer. “Add Truncated Domes to Existing Ramp – Dry Set Placement” is intended for use on existing ramps that will not be reconstructed and do not currently have truncated dome panels. This item shall be measured and paid for by the square foot (SF) of truncated panels used and is intended to cover all costs associated with the installation of the dome panels per the manufactures instructions. The City of Fort Collins will supply the dome panels in either a two foot by two foot (2’ x 2’) or a two foot by four foot (2’ x 4’) variety. The work included in this installation may include: cleaning the existing surface, applying adhesive, impact drill, and installing hardware, and any other specific instructions per the manufactures specifications. The truncated dome panels shall be provided by the City of Fort Collins from the following providers: • TufTile – www.tuftile.com • Armor-Tile - www.armor-tile.com • An approved equal with similar installation processes as outlined above Please view the websites listed above for specific manufacturing instructions and further information regarding the supplied products “Truncated Dome Panels” shall be paid by the square foot, placed in all pedestrian access ramps, and shall be paid in addition to “Pedestrian Access Ramp”, “Pedestrian Access Ramp Highback Curb”, or “Add Domes to Existing Ramps”. This item shall include all labor, materials, and surface preparation to supply and place the panels at pedestrian access ramps. Truncated dome panels shall be cast iron, and shall meet all American with Disabilities Act (ADA) requirements. The type of truncated dome panels to be used shall be submitted to the Engineer for approval prior to installation. Dome panels shall be placed at the same time as the initial ramp placement. There shall be no voids beneath the bottom of the dome panels and the concrete. “Colored Concrete San Diego Buff – Upcharge” shall include the additional cost for the color additive only and shall be measured and paid by the square foot in addition to the corresponding item installed (i.e., Flatwork 6”, Splashblock 4”). “Alley Approach 8” shall be measured by the square foot from the lip of the gutter (if the gutter has been removed) to the back of the sidewalk and the width shall be measured at the midpoint. “Expansion” shall be measured and paid by the lineal foot. The thickness shall be one half (1/2) inch to three quarter (3/4) inch, and be installed every 500' in long runs and between new structure slabs, existing concrete slabs, and around fire hydrants, poles, inlets, sidewalk under-drains, mid-block ramps, radius points at intersections, and other fixed objects (i.e. ends of sidewalk slabs and curbs), as directed by the Engineer. Expansion joint material shall be full depth, set vertically, and installed in accordance with the CDOT M&S Standards for Concrete Pavement Joints. The joint shall be edged with a suitable edging tool. “Exposed Aggregate – Up Charge” shall include only the additional cost for exposing the aggregate including labor, water, other incidentals, and clean up related to exposing the surface aggregate and shall be measured and paid by the square foot in addition to the corresponding item installed. (i.e., Flatwork 6”, Splashblock 4”). MISC Services Agreement – Northstar Concrete, Inc. Page 62 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 REVISION OF SECTIONS 608 AND 609 SIDEWALKS, CURB AND GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, PEDESTRIAN ACCESS RAMPS, FLATWORK, AND CONCRETE PAVEMENT Project Specifications - Page 36 of 48 “Reset Flagstone” shall be measured and paid by the square foot of re-set area in addition to “Remove Concrete”. Material for leveling, moisture conditioning, and labor for installation and compaction shall not be paid separately. “Haul & Dispose Concrete with Wire/Rebar” shall be paid for separately by the ton only when the Hoffman Mill site does not accept concrete containing wire and/or rebar. Weight slips shall be required for each load transported to any locations other than Hoffman Mill. “Exposed Sand Finish – Up Charge” shall be measured and paid by the square foot for the accepted quantities and shall include retarder material and application, tamp rolling, and exposing the sand finish, including retarding, sealer, equipment, labor, storm water protection, and cleanup. Pay items followed by “Remove & Replace” shall include all labor, materials, tools, equipment, and incidentals, and all work involved in the removal and installation, complete-in-place, including sawcutting, hauling, disposal, etc. BASIS OF PAYMENT Subsection 608.06 shall be amended to include the following: Payment shall be made under: Pay Item Unit 608.01 Remove Concrete Square Foot 608.02 Remove and Haul Fillet Each 608.03 Apron 8” - Remove & Replace Square Foot 608.04 Crosspan 8” - Remove & Replace Square Foot 608.05 Driveover Curb, Gutter, and 6” Sidewalk - Remove & Replace (Detail D-6) Lineal Foot 608.06 Driveover Curb, Gutter, No Sidewalk - Remove & Replace (Detail D-702) Lineal Foot 608.07 Vertical Curb, Gutter, and 6” Sidewalk - Remove & Replace (Detail D-6) Lineal Foot 608.08 Vertical Curb, Gutter, No Sidewalk - Remove & Replace (Detail D-6) Lineal Foot 608.09 Vertical Outfall Curb, Gutter - Remove & Replace (Detail D-703) Lineal Foot 608.10 6" x 18" Barrier Curb - Remove & Replace (Detail D-703) Lineal Foot 608.11 Hollywood Curb, Gutter, and 6” Sidewalk - Remove & Replace (Detail D-6) Lineal Foot 608.12 Hollywood Curb, Gutter, No Sidewalk - Remove & Replace Lineal Foot 608.13 Highback Curb, Gutter, No Sidewalk - Remove & Replace Lineal Foot 608.14 Pedestrian Access Ramp - Remove & Replace Square Foot 608.15 Pedestrian Access Ramp Highback Curb – Remove & Replace Square Foot 608.16 Truncated Dome Panel Square Foot 608.17 Flatwork 4” - Remove & Replace Square Foot 608.18 Flatwork 6” - Remove & Replace Square Foot 608.19 Replace Flatwork – 1” Additional Depth Square Foot MISC Services Agreement – Northstar Concrete, Inc. Page 63 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 REVISION OF SECTIONS 608 AND 609 SIDEWALKS, CURB AND GUTTER, DRIVE APPROACHES, APRONS, CROSSPANS, PEDESTRIAN ACCESS RAMPS, FLATWORK, AND CONCRETE PAVEMENT Project Specifications - Page 37 of 48 608.20 Colored Concrete 4” San Diego Buff – Up Charge Square Foot 608.21 4’ Valley Pan 6" – Remove & Replace Square Foot 608.22 Concrete Pavement 8” - Remove & Replace Square Foot 608.23 Alley Approach 8” - Remove & Replace Square Foot 608.24 Expansion (1/2 to 3/4 inch thickness) Lineal Foot 608.25 Splashblock 4” – Remove & Replace Square Foot 608.26 Exposed Aggregate 4” – Up Charge Square Foot 608.27 Reset Flagstone Square Foot 608.28 Haul & Dispose Concrete with Wire/Rebar Ton 608.30 Add Domes to Existing Ramp Square Foot 608.31 Add Truncated Domes to Existing Ramp – Dry Set Placement Square Foot 608.32 Barrier Curb 6" Wide, Doweled (Detail D-703) Lineal Foot The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all work involved in Sidewalks, Curb and Gutter, Drive Approaches, Aprons, Crosspans, Pedestrian Access Ramps, Flatwork, and Concrete Pavement including sawcutting, removal, haul and disposal, finish grading, materials, complete-in-place, as shown on the plans, as specified in these specifications, and as directed by the Engineer. END OF SECTION MISC Services Agreement – Northstar Concrete, Inc. Page 64 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 REVISION OF SECTION 623 IRRIGATION SYSTEM Project Specifications - Page 38 of 48 Section 623 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 623.01 is revised to include the following: This work shall consist of furnishing and installing irrigation sleeves beneath the new concrete, or for sleeves placed in concrete for the installation of road signs, as directed by the Engineer. MATERIALS Subsection 623.02 is revised to include the following: The irrigation sleeve shall be three (3) inch or four (4) inch diameter PVC pipe, schedule 40. CONSTRUCTION REQUIREMENTS Subsection 623.14 is revised to include the following: The irrigation sleeve shall be installed to a minimum depth of four (4) inches below finished subgrade. Backfill over pipe shall be compacted prior to concrete placement. A survey stake shall be installed at the ends of each sleeve, and painted blue. The stake shall be installed at a height that will not create a pedestrian or maintenance hazard as approved by the Engineer. METHOD OF MEASUREMENT Subsection 623.32 is revised to include the following: “Irrigation Sleeve” shall be paid for by the lineal foot complete-in-place. BASIS OF PAYMENT Subsection 623.33 is revised to include the following: Payment shall be made under: Pay item Unit 623.01 Irrigation Sleeve – Three (3”) inch PVC Lineal Foot 623.02 Irrigation Sleeve – Four (4”) inch PVC Lineal Foot The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in installing the three (3”) and four (4) inch irrigation sleeve, including excavation, installation, compaction of backfill, haul and disposal, as shown on the plans, as specified in these specifications, and as directed by the Engineer. END OF SECTION MISC Services Agreement – Northstar Concrete, Inc. Page 65 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 REVISION OF SECTION 627 PAVEMENT MARKINGS Project Specifications - Page 39 of 48 Section 627 of the Standard Specifications is revised to include as follows: DESCRIPTION This work shall consist of furnishing and maintaining traffic control devices in place of permanent striping once removed in accordance with the latest revisions of the Fort Collins Traffic Operations Manual, City of Fort Collins Work Area Traffic Control Handbook, Larimer County Urban Area Street Standards (LCUASS), Colorado Department of Transportation Road and Bridge Construction , and the Manual on Uniform Traffic Control Devices for Streets and Highways (MUTCD), and in conformity to the lines, dimensions, patterns, locations, and details shown on the plans or established by the Engineer. CONSTRUCTION REQUIREMENTS Subsection 627.03 is revised to include the following: Permanent pavement markings shall be installed by the City of Fort Collins. The Contractor shall be required to supply and maintain traffic control devices in areas where permanent striping has been removed by the Contractor to perform the work until the City of Fort Collins Traffic Department is able to perform permanent striping. BASIS OF PAYMENT Subsection 627.13 shall be amended to include the following: All costs for maintaining traffic control devices until the City of Fort Collins can perform striping shall be incidental to the work. END OF SECTION MISC Services Agreement – Northstar Concrete, Inc. Page 66 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Project Specifications - Page 40 of 48 Section 630 of the Standard Specifications is hereby revised as follows: DESCRIPTION Subsection 630.01 shall be amended to include the following: This work shall consist of furnishing, installing, moving, maintaining, and removing temporary construction traffic control devices, including but not limited to signs, advance warning arrow panels, variable message boards, 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). In the event of a conflict between the MUTCD criteria and the City's criteria, the City of Fort Collins criteria shall govern. MATERIALS Subsection 630.02 – Signs and Barricades - is revised to include the following: All traffic control devices shall meet or exceed the required minimum standards set forth in the City of Fort Collins Work Area Traffic Control Handbook and the MUTCD. Traffic control devices shall be clean and in good operating condition when delivered and shall be maintained on a daily basis. All traffic control devices shall be clearly marked and free of crossed out information or any other form of defacement that detracts from the purpose for which they are intended (i.e. crossed out information, information written in long-hand, etc.) 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 – Transportation Management Plan - is revised to include the following: CONTRACTOR RESPONSIBILITY 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 Contractors’ installation, equipment, or employees will be the sole responsibility of the Contractor. The Contractor may be required to use Variable Message Boards to advise road users about upcoming work on Arterial and Collector streets as required by Traffic Operations through the approved traffic control plan. When required, the Engineer will issue direction for the number of boards, general locations for placement, and message verbiage. The typical quantity of Variable Message Boards shall be: Six (6) on Arterial streets, four (4) on Collector streets, none on Residential streets, but may be modified as directed by the Engineer. Variable Message Boards shall be placed a minimum of 5 working days prior to the project start date. If full closures on Arterial and Collector streets are authorized, Variable Message Boards shall remain in place until completion of the project. Lane closures on Arterial and Collector streets shall require message boards to remain in place for two days after starting work. Fully automated Variable Message Boards shall be installed and operate continuously during the afore mentioned durations on Arterial and Collector streets. Two-way traffic shall be maintained at all times unless approved by the Engineer. Lane width shall be MISC Services Agreement – Northstar Concrete, Inc. Page 67 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Project Specifications - Page 41 of 48 maintained at a minimum of ten (10) feet between traffic control devices. The Contractor will provide 24 hour minimum notice to the City of Fort Collins Traffic Department when project operations will be near a signalized intersection. TRAFFIC CONTROL PLAN - GENERAL Hand drawn plans shall NOT be accepted. Notification of residents and businesses shall be the responsibility of the Contractor, Contractor Representative, Traffic Control Supervisor or the Traffic Control Supervisor 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 notifications shall be submitted to the Engineer for review prior to starting the project. Notification letters or door hangers shall include a local phone number which residents with questions may use to contact the Contractor and a link to the City of Fort Collins Street Department web site where citizens may find additional information and project updates at “www.fcgov.com/streets”. Only approved notifications shall be distributed a minimum of 48 hours prior to the commencement of each phase of the Work. Traffic Control Plans shall be submitted for approval prior to commencement of all work. Traffic control conditions vary significantly in the field and the Contractor is responsible for submitting traffic control plans for each work location. Minimum traffic control requirements for Arterial, Collector, and Residential streets are contained herein. Plans shall be specific to the project area showing street names, existing signing and striping conditions at intersections and the location for proposed devices. 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). In the event there is a safety issue, the Engineer may issue a “Stop Work Order” until the issue(s) is corrected. The Contractor shall not be entitled to any additional compensation for delays associated with the “Stop Work Order”. Approved traffic control plans shall be available on site at all times for review and inspection. See Revision of Section 104. TRAFFIC CONTROL PLAN - PROJECT Traffic control plans shall be submitted for all work locations prior to commencement of any work. Plans shall be submitted along with the City of Fort Collins Traffic Approval Forms. 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). Hand drawn plans shall NOT be accepted. Typical Traffic Control Plans for work within the right-of-way shall be submitted for approval to the Engineer as follows: Typical submittals for scheduled residential work shall be submitted by 8:00 a.m. two (2) working days prior to commencement of the work. Typical submittals for residential work scheduled on Monday and Tuesday shall be submitted the previous Thursday by 8:00 a.m. Submittals for full closures on residential streets shall be submitted five (5) working days prior to the commencement of work. MISC Services Agreement – Northstar Concrete, Inc. Page 68 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Project Specifications - Page 42 of 48 Submittals for full closures on Arterial and Collector streets shall be submitted ten (10) working days 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 accepted. No phase of the construction shall start until the Traffic Control Plan has been approved. Failure to have an approved Traffic Control Plan shall constitute cause for the City to stop work. See Revision of Sections 104 and 105. 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 Area Traffic Control Plan(s) are required, a re-submittal for the area shall be provided for approval. For required closures in a residential (i.e., closure for a crosspan repair) a separate submittal from the Area Traffic Control Plan shall be provided. The Traffic Control Plan shall include, as a minimum, the following: 1. A traffic control “Approval Form” submittal with each traffic control plan. The “Approval Form” shall be legibly written and filled out completely. 2. 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. 3. 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 II, 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. 4. Number of flaggers to be used and flagger locations. Flagger locations shall be located where approaching motorists, bicyclists, and pedestrians have sufficient distance to safely stop at the specified point. 5. Parking and access restrictions to be in effect. 6. Detailed pedestrian and bicycle movement. 7. All applicable notes (i.e., sign spacing, taper length and posted speed limit, pedestrian routes, etc.) Approval of the proposed method of handling traffic does not relieve the Contractor of liability specifically assigned under this contract. MISC Services Agreement – Northstar Concrete, Inc. Page 69 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Project Specifications - Page 43 of 48 FIGURE 630-1 TYPICAL ARTERIAL TRAFFIC CONTROL PLAN ARTERIAL STREETS - Shall include flagging personnel required for the road classification, control of cross traffic, and as required for the Contractor’s daily work activities in addition to the minimum signage required by the specifications. Flagging shall be paid separately under “Flagging”. Approved Variable Message Boards shall be required for Arterial streets, shall be shown on the drawing, and shall be paid for separately under “Variable Message Board”. Advance Warning Arrow Boards may be requested by the Engineer and shall be paid for separately under “Advance Warning Arrow Board”. MISC Services Agreement – Northstar Concrete, Inc. Page 70 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Project Specifications - Page 44 of 48 FIGURE 630-2 TYPICAL COLLECTOR TRAFFIC CONTROL PLAN COLLECTOR STREETS - Shall include flagging personnel required for the road classification, control of cross traffic, and as required for the Contractor’s daily work activities in addition to the minimum signage required by the specifications. Flagging shall be paid separately under “Flagging”. Approved Variable Message Boards may be required for collector streets and shall be shown on the plans and paid for separately under “Variable Message Board”. Advance Warning Arrow Boards may be requested by the Engineer and shall be paid for separately under “Advance Warning Arrow Board”. MISC Services Agreement – Northstar Concrete, Inc. Page 71 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Project Specifications - Page 45 of 48 FIGURE 630-3 TYPICAL RESIDENTIAL TRAFFIC CONTROL PLAN RESIDENTIAL STREETS - Shall include flagging personnel required for the road classification, control of cross traffic, and as required for the Contractor’s daily work activities in addition to the minimum signage required by the specifications. Flagging shall be paid separately under “Flagging”. Variable Message Boards are typically not required for residential streets. TRAFFIC CONTROL MANAGEMENT Subsection 630.11 shall be amended to include the following: 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 a current Colorado Contractor's Association (CCA) certification as a Traffic Control Supervisor. Proof of certification for all personnel assigned to the project(s) shall be provided to the City Traffic Department and the Engineer. 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 MISC Services Agreement – Northstar Concrete, Inc. Page 72 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Project Specifications - Page 46 of 48 traffic control for street and highway construction, available on site at all times. The 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 five (5) working days prior to commencement of the work. The TCS shall be required to be on site at all times during construction. It is the intent of the specifications that the TCS be the same throughout the year. The TCS shall be equipped with a cellular phone. Traffic Control Management shall be maintained on a 24 hour per day basis. The Contractor shall make arrangements so that the Traffic Control Supervisor or their approved representative will be available on every working day, “on call” at all times, and available upon request of the Engineer during non-working hours. A 24 hour telephone number shall be provided to the Engineer. Outside of construction hours, the response time from the Engineers’ contact 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. TCS duties shall include, but are not limited to: 1. Supervise and direct project flaggers. 2. Prepare, revise, and submit Traffic Control Plans as required. 3. Coordinate all traffic control related operations, including those of the Subcontractor and supplier. 4. Coordinate project activities with appropriate police and fire control agencies, Transfort, school districts and other affected agencies and parties prior to construction. 5. Notify residents and businesses at least 48 hours prior to construction. a. Notifications may be accomplished by a representative of the TCS such as a flagger and shall be hand typed and hand delivered to all businesses and residents. 6. Inspect traffic control devices on a calendar day basis for the duration of the project to ensure devices are functioning properly and are clean and legible. 7. Oversee all requirements covered by the plans and specifications which contribute to the convenience, safety, and orderly movement of traffic. 8. Breaking flaggers for short periods of no more than fifteen (15) minutes over a sixty (60) minute period. 9. Set up and removal of traffic control device. 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. The time of traffic control inspections. c. Project description and location. d. Traffic Control Supervisor’s name. e. Types and quantities of traffic control devices used per approved MHT. f. List of flaggers used, including start time, stop time and number of flagging hour breaks. g. Traffic control problems (traffic accidents; damaged, missing or dirty devices, etc.) and corrective action taken. METHOD OF MEASUREMENT Subsection 630.15 is revised to include the following: “Traffic Control” shall be paid based on the cost of the total actual work performed during the pay period using the traffic control cost percentage in 630.20. The total cost of the work for the pay period shall be multiplied by the established percentage and shall be added to the pay application. This percentage of total work performed shall include all traffic control equipment, Traffic Control Supervisor (TCS), and all other incidentals to the work excluding Variable Message Boards (VMB), Flaggers, Advanced Warning Arrow Boards, and items 630.60 through 630.67; these items will be paid for separately. MISC Services Agreement – Northstar Concrete, Inc. Page 73 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Project Specifications - Page 47 of 48 Items such as traffic control submittals, sand bags, sign stands, fencing, lighting, electricity, fuel, and caution tape shall not be measured and paid for separately and shall be considered a subsidiary obligation in conjunction with traffic control items. Business signs, Neighborhood Traffic Only signs and Detour Placard street names are not considered Specialty Signs and shall not be measured or paid for separately but shall be included in the percentage cost for the month. “Variable Message Board” shall be measured and paid per each per day in addition to the monthly percentage. “Flagging” shall be measured and paid per hour in addition to the monthly percentage and shall be provided based on the Contractors daily work activities, number/location of intersections, or as directed by the Engineer, and shall include all related equipment and incidentals (i.e., Stop/Slow paddles, communication devices if required, personal protective equipment). 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 including personnel break times, and stand by time. Flaggers shall be provided with hand signs such as Stop/Slow paddles and electronic communication devices when required and follow the current MUTCD standards. Flagger equipment and devices shall not be measured and paid for separately. “Advance Warning Arrow Board” shall be paid per each per day in addition to the monthly percentage. All costs associated with Traffic Control Plan review shall not be measured or paid for separately, but shall be considered incidental to the Work including re-submittal fees. The City may 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. 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 as approved by the Engineer, however, no payment shall be made for the additional panel size. Items 630.60 “ART – Small Area Up-Charge $0 to $1,000” through item 630.67 “RES/COL – Small Area Up-Charge $10,000 to $15,000” are to be paid in the corresponding line item as a lump sum per area and are not to be included in the total sum of work for the pay period applied to the percentage in 630.20 “Traffic Control.” The intent of these items is to compensate the Contractor for their mobilization and additional traffic control costs when one of the project areas in the pay period is small and/or contains few repairs. For example, if the Contractor performs work on an arterial roadway and the total work performed during that project has a total of $12,500, the item 630.63 “ART – Small Area Up Charge $10,001 to $15,000” shall be applied to the pay application total. The City of Fort Collins “Standard Master Street Plan Map” depicting the street classifications (Arterial, Collector, and Residential) can be found at the following link: http://citydocs.fcgov.com/?dt=Master+Street+Plan+Map&dn=GIS+MAPS&vid=192&cmd=showdt BASIS OF PAYMENT Subsection 630.16 is revised to include the following: Payment shall be made under: Pay Item Unit 630.20 Traffic Control Percentage 630.30 Variable Message Board Per Each/Per Day MISC Services Agreement – Northstar Concrete, Inc. Page 74 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 REVISION OF SECTION 630 CONSTRUCTION ZONE TRAFFIC CONTROL Project Specifications - Page 48 of 48 630.40 Flagging Hour 630.50 Advance Warning Arrow Board Per Each/Per Day 630.60 ART – Small Area Up-Charge $0 to $1000 LumpSum/Per Area 630.61 ART - Small Area Up-Charge $1001 to $5000 LumpSum/Per Area 630.62 ART - Small Area Up-Charge $5001 to $10000 LumpSum/Per Area 630.63 ART - Small Area Up-Charge $10001-$15000 LumpSum/Per Area 630.64 RES/COL - Small Area Up-Charge $0 to $1000 LumpSum/Per Area 630.65 RES/COL - Small Area Up-Charge $1001 to $5000 LumpSum/Per Area 630.66 RES/COL - Small Area Up-Charge $5001 to $10000 LumpSum/Per Area 630.67 RES/COL - Small Area Up-Charge $10001-$15000 LumpSum/Per Area The above prices and payments shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in setup/removal/modification, notifications and delivery for Construction Zone Traffic Control as directed by the Engineer. SPECIAL CONDITIONS FOR WORK ON ARTERIALS AND COLLECTORS NOTE: cross street traffic shall be maintained at all times unless authorized by the engineer in writing. NOTE: full closures on arterial and collector streets shall be allowed under extreme circumstances and only upon approval of the engineer. plans shall be approved a minimum of two (2) 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 a signalized intersection or any arterial and collector streets that have major traffic volumes between the hours of 7:00 a.m. to 8:30 a.m or 3:30 p.m to 6:30 p.m. (except in the case of an emergency). Exceptions may be made for construction or repair work on arterial and collector streets between the hours of 7:00 a.m. to 6: 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 shall authorize such work and specify the required distance from the intersection. NOTE: time restrictions on s.h. 287 and hwy 17 (College Avenue and Mulberry Street east of Lemay Avenue) shall typically be restricted from 9:00 a.m to 3:00 p.m. 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 all residential streets shall be allowed as shown on the traffic control plans. END OF SECTION MISC Services Agreement – Northstar Concrete, Inc. Page 75 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 701 702 D-6 FC703 706.1-3 707.1-2 708 SECTION 03000 DETAILS Curb and Gutter Curb and Gutter/Sidewalk Curb, Gutter and Sidewalk Details Median (Island Curbs) Standard Driveway Approach (I & II) Standard Driveway Approach (III & IV) Street Intersection Crosspan Metal Sidewalk Culvert for Vert. Curb & Gutter and Sidewalk Metal Culvert for Drive-Over Curb, Gutter, and Sidewalk Curb Inlet Type R Concrete Sidewalk Culvert Area Inlet Modified Type 13 Inlet Catch Basin Alley Intersections Standard Manhole Cover Standard Sidewalk Sidewalk Detail Access Ramp Details Pedestrian Ramp Detail Truncated Dome Warning for Access Ramps Concrete Pavement Joints D-10 D-11 M-604-12 (Sheet No. 1 - 2) D-12,13 D-9A 13-A 13-B 803 1201 1601 FC1602 1603 1606 1607 M-412-1 ( Sheet No. 1 - 5) EXHIBIT F DETAILS MISC Services Agreement – Northstar Concrete, Inc. Page 76 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 MISC Services Agreement – Northstar Concrete, Inc. Page 77 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 MISC Services Agreement – Northstar Concrete, Inc. Page 78 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 MISC Services Agreement – Northstar Concrete, Inc. Page 79 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 MISC Services Agreement – Northstar Concrete, Inc. Page 80 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 MISC Services Agreement – Northstar Concrete, Inc. Page 81 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 MISC Services Agreement – Northstar Concrete, Inc. Page 82 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 MISC Services Agreement – Northstar Concrete, Inc. Page 83 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 MISC Services Agreement – Northstar Concrete, Inc. Page 84 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 MISC Services Agreement – Northstar Concrete, Inc. Page 85 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 MISC Services Agreement – Northstar Concrete, Inc. Page 86 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 MISC Services Agreement – Northstar Concrete, Inc. Page 87 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 MISC Services Agreement – Northstar Concrete, Inc. Page 88 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 MISC Services Agreement – Northstar Concrete, Inc. Page 89 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 MISC Services Agreement – Northstar Concrete, Inc. Page 90 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 MISC Services Agreement – Northstar Concrete, Inc. Page 91 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 MISC Services Agreement – Northstar Concrete, Inc. Page 92 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 MISC Services Agreement – Northstar Concrete, Inc. Page 93 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 MISC Services Agreement – Northstar Concrete, Inc. Page 94 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 MISC Services Agreement – Northstar Concrete, Inc. Page 95 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 MISC Services Agreement – Northstar Concrete, Inc. Page 96 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 MISC Services Agreement – Northstar Concrete, Inc. Page 97 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 MISC Services Agreement – Northstar Concrete, Inc. Page 98 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 MISC Services Agreement – Northstar Concrete, Inc. Page 99 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 MISC Services Agreement – Northstar Concrete, Inc. Page 100 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 MISC Services Agreement – Northstar Concrete, Inc. Page 101 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 MISC Services Agreement – Northstar Concrete, Inc. Page 102 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 MISC Services Agreement – Northstar Concrete, Inc. Page 103 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 MISC Services Agreement – Northstar Concrete, Inc. Page 104 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 MISC Services Agreement – Northstar Concrete, Inc. Page 105 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 MISC Services Agreement – Northstar Concrete, Inc. Page 106 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 MISC Services Agreement – Northstar Concrete, Inc. Page 107 of 107 DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 07/17/2018 Flood and Peterson PO Box 578 Greeley CO 80632 Jennifer Winter, CISR (970) 506-3206 (970) 506-6846 JWinter@floodpeterson.com Northstar Concrete, Inc. 1220 S. Garfield Avenue Loveland CO 80537 Union Insurance Company 25844 Pinnacol Assurance 41190 CL1862123940 A PD Ded:1,000 Y CPA316575422 07/01/2018 07/01/2019 1,000,000 300,000 10,000 1,000,000 2,000,000 2,000,000 A DOC Y CPA316575422 07/01/2018 07/01/2019 1,000,000 A 0 CPA316575422 07/01/2018 07/01/2019 1,000,000 1,000,000 B Y 4108060 07/01/2018 07/01/2019 1,000,000 1,000,000 1,000,000 City of Fort Collins is listed as an Additional Insured as respects General Liability, including ongoing and completed operations, and Auto Liability. City of Fort Collins PO Box 580 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. INSURER(S) AFFORDING COVERAGE INSURER F : INSURER E : INSURER D : INSURER C : INSURER B : INSURER A : NAIC # NAME: CONTACT (A/C, No): FAX E-MAIL ADDRESS: PRODUCER (A/C, No, Ext): PHONE INSURED COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or 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). 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. OTHER: (Per accident) (Ea accident) $ $ N / A SUBR WVD ADDL INSD 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. $ $ $ PROPERTY DAMAGE $ BODILY INJURY (Per accident) BODILY INJURY (Per person) COMBINED SINGLE LIMIT AUTOS ONLY AUTOS ONLY AUTOS NON-OWNED OWNED SCHEDULED ANY AUTO AUTOMOBILE LIABILITY Y / N WORKERS COMPENSATION AND EMPLOYERS' LIABILITY OFFICER/MEMBER EXCLUDED? (Mandatory in NH) DESCRIPTION OF OPERATIONS below If yes, describe under ANY PROPRIETOR/PARTNER/EXECUTIVE $ $ $ E.L. DISEASE - POLICY LIMIT E.L. DISEASE - EA EMPLOYEE E.L. EACH ACCIDENT ER OTH- STATUTE PER (MM/DD/YYYY) LIMITS POLICY EXP (MM/DD/YYYY) POLICY EFF LTR TYPE OF INSURANCE POLICY NUMBER INSR DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) EXCESS LIAB UMBRELLA LIAB EACH OCCURRENCE $ AGGREGATE $ $ OCCUR CLAIMS-MADE DED RETENTION $ PRODUCTS - COMP/OP AGG $ GENERAL AGGREGATE $ PERSONAL & ADV INJURY $ MED EXP (Any one person) $ EACH OCCURRENCE $ DAMAGE TO RENTED PREMISES (Ea occurrence) $ COMMERCIAL GENERAL LIABILITY CLAIMS-MADE OCCUR GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PRO- JECT LOC CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) CANCELLATION AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. CERTIFICATE HOLDER The ACORD name and logo are registered marks of ACORD HIRED AUTOS ONLY DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937 608.19 Replace Flatwork - 1" Additional Depth Square Foot 0 $ 1.25 $ - 608.20 Colored Concrete 4" San Diego Buff - Up Charge Square Foot 0 $ 2.60 $ - 608.21 4' Valley Pan 6" - Remove & Replace Square Foot 0 $ 7.00 $ - 608.22 Concrete Pavement 8" - Remove & Replace Square Foot 30 $ 13.00 $ 390.00 608.23 Alley Approach 8" - Remove & Replace Square Foot 0 $ 9.00 $ - 608.24 Expansion (1/2 to 3/4 inch thickness) Lineal Foot 50 $ 2.10 $ 105.00 608.25 Splashblock 4" - Remove & Replace Square Foot 0 $ 8.25 $ - 608.26 Exposed Aggregate 4" - Up Charge Square Foot 0 $ 3.70 $ - 608.27 Reset Flagstone Square Foot 0 $ 11.00 $ - 608.28 Haul & Dispose Concrete with Wire/Rebar Ton 0 $ 33.50 $ - 608.30 Add Domes to Existing Ramp - Remove and Replace Square Foot 0 $ 50.00 $ - 608.31 Add Truncated Domes to Existing Ramp - Dry Set Placement Square Foot 0 $ 20.00 $ - 623.01 Irrigation Sleevie, three (3) inch PVC Lineal Foot 0 $ 5.75 $ - 623.02 Irrigation Sleevie, four (4) inch PVC Lineal Foot 0 $ 8.00 $ - 630.20 Traffic Control Percentage 1 12% $ 2,200.11 630.30 Variable Message Board Per Each Per Day 0 $ 210.00 $ - 630.40 Flagging Hour 100.00 $ 25.00 $ 2,500.00 630.50 Advance Warning Arrow Board Per Each Per Day 0 $ 80.00 $ - 630.60 ART -Small Area Up-Charge $0 to $1000 Lump Sum/Per Area 0 $ 1,500.00 $ - 630.61 ART - Small Area Up-Charge $1001 to $5000 Lump Sum/Per Area 0 $ 1,000.00 $ - 630.62 ART - Small Area Up-Charge $5001 to $10000 Lump Sum/Per Area 0 $ 750.00 $ - 630.63 ART - Small Area Up-Charge $10001-$15000 Lump Sum/Per Area 0 $ 500.00 $ - 630.64 RES/COL - Small Area Up-Charge $0 to $1000 Lump Sum/Per Area 0 $ 1,000.00 $ - 630.65 RES/COL - Small Area Up-Charge $1001 to $5000 Lump Sum/Per Area 0 $ 750.00 $ - 630.66 RES/COL - Small Area Up-Charge $5001 to $10000 Lump Sum/Per Area 0 $ 500.00 $ - 630.67 RES/COL - Small Area Up-Charge $10001-$15000 Lump Sum/Per Area 0 $ 250.00 0 $ 22,882.86 CONCRETE WARRANTY - NORTHSTAR - IRISH DRIVE - 2017 CONTRACT PRICES Contract Total EXHIBIT B BID SCHEDULE / COMPENSATION MISC Services Agreement – Northstar Concrete, Inc. Page 8 of 107 All non-warranty work completed under line item 608.05 shall be delineated with a 2018 Northstar concrete stamp. All warranty work as noted is for 2014 warranty under contract 7509 Phase II. DocuSign Envelope ID: F7A5D4BC-9B1C-44F3-8DDD-9F2032DD5937