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HomeMy WebLinkAboutCORRESPONDENCE - RFP - 8475 CIVIL ENGINEERING PROFESSIONAL ON-CALLUtilities Work Order Form Official Purchasing Form Last updated 10/2017 WORK ORDER PURSUANT TO A MASTER AGREEMENT BETWEEN THE CITY OF FORT COLLINS AND MERRICK & COMPANY WORK ORDER NUMBER: U201805 PROJECT TITLE: U2019 Water System Improvements – Railroad Bores @ Sharp Point Drive and Hickory Street ORIGINAL BID/RFP NUMBER & NAME: U8745, Consulting Engineering Services for Future W/WW & Stormwater Facilities Capital Improvements MASTER AGREEMENT EFFECTIVE DATE: UJuly 25, 2018 ARCHITECT/ENGINEER: UNA OWNER’S REPRESENTATIVE: UJames Rose WORK ORDER COMMENCEMENT DATE: UDecember 12, 2018 WORK ORDER COMPLETION DATE: USeptember 15, 2019 MAXIMUM FEE: (time and reimbursable direct costs): $157,436.00 U PROJECT DESCRIPTION/SCOPE OF SERVICES: UDesign Services for the installation of a 8 inch water main under the Union Pacific Railroad tracks on Hickory Street and also the installation of a 8 inch water main under the Great Western railroad tracks on Sharp Point Drive. Both mains will be installed inside a carrier pipe and will connect to the existing water distribution system. See the attached supporting documentation. Service Provider agrees to perform the services identified above and on the attached forms in accordance with the terms and conditions contained herein and in the Master Agreement between the parties. In the event of a conflict between or ambiguity in the terms of the Master Agreement and this Work Order (including the attached forms) the Master Agreement shall control. The attached forms consisting of eleven (11) pages are hereby accepted and incorporated herein, U U by this reference, and Notice to Proceed is hereby given after all parties have signed this document. SERVICE PROVIDER: Merrick and Company By: Date: Name: Title: DocuSign Envelope ID: 7CC81091-A866-46A1-93CB-9FD5876A0B1A Ken Matthews December 13, 2018 Water Practice Leader Utilities Work Order Form Official Purchasing Form Last updated 10/2017 OWNER’S ACCEPTANCE & EXECUTION: This Work Order and the attached Contract Documents are hereby accepted and incorporated herein by this reference. ACCEPTANCE: Date: James Rose, Civil Engineer III REVIEWED: Date: Pat Johnson, Senior Buyer APPROVED AS TO FORM: Date: Name,City Attorney's Title (if greater than $1,000,000) ACCEPTANCE: Date: Owen Randall, Civil Engineering Director ACCEPTANCE: Date: Theresa Connor, Utilities Deputy Director ACCEPTANCE: Date: Kevin Gertig, Utilities Executive Director (if greater than $1,000,000) ACCEPTANCE: Date: Gerry Paul, Purchasing Director (if greater than $60,000) ACCEPTANCE: Date: Darin Atteberry, City Manager (if greater than $1,000,000) ATTEST: Date: City Clerk (if greater than $1,000,000) DocuSign Envelope ID: 7CC81091-A866-46A1-93CB-9FD5876A0B1A December 11, 2018 December 11, 2018 December 13, 2018 December 17, 2018 December 17, 2018 Utilities Work Order Form Official Purchasing Form Last updated 10/2017 ATTACHMENT A WORK ORDER SCOPE OF SERVICES DocuSign Envelope ID: 7CC81091-A866-46A1-93CB-9FD5876A0B1A Scope of Work – RAILROAD BORES @ SHARP POINT DRIVE & HICKORY STREET – 11/19/18 Page 1 of 4 EXHIBIT A SCOPE OF WORK FOR ENGINEERING SERVICES FOR - FORT COLLINS UTILITIES, 2019 WATER SYSTEM IMPROVEMENTS – RAILROAD BORES @ SHARP POINT DRIVE & HICKORY STREET INTRODUCTION This scope of work represents the analysis and design services associated with the City of Fort Collins Utilities (Utilities) Sharp Point Drive and Hickory Street Bored Waterline Crossing Projects (Project). Specific tasks outlined below are primarily designated for the Merrick and Company team (Engineer.) The scope is intended to accompany, and work in unison with Exhibit B, the Project Estimated Engineering Fees. The services involve the engineering analysis and design associated with the trenchless installation of waterlines across railroads in two locations in Fort Collins. The first location is at the intersection of the Great Western Railway (GWR) and Sharp Point Drive/Nancy Grey Avenue, east of Timberline Road (Sharp Point Project.) The crossing will connect an existing dead-end 12-inch waterline north of the GWR in Sharp Point with an existing dead-end 12-inch waterline south of the GWR in Nancy Grey Ave. The installation of this waterline will be coordinated with and installed just prior to an at-grade roadway crossing of the GWR at the same location. The other location is at the intersection of Hickory Street and the Union Pacific Railroad (UP) railroad crossing, west of College Avenue and east of Maple Street (Hickory Project.) The proposed waterline will connect a future 8-inch waterline (which is replacing an existing 6-inch waterline) east of the railroad to an existing 12-inch waterline west of the railroad. The replacement of the existing 6-inch waterline from College Avenue and connection to the waterline included in this project will be performed by Utility Operation & Maintenance Department (Utility O&M). The construction of this line is programmed for 2019 with the work by Utility O&M following soon thereafter. BT Construction (BTC) will be the Utility’s contractor for both projects and, as part of the APDS process, will contribute to the development of the design. The Project Team will consist of the following: Utility of Fort Collins Utilities (Utilities) - Jay Rose - Special Projects Manager, 970.224.6106 direct, 970.218.1733 cell, jmrose@fcqov.com - Owen Randall - Chief Engineer, 970.221.6809 direct, 970.217.8403 cell, orandall@fcqov.com Merrick & Company (Engineer) - Ken Matthews – Project Manager, 970.744.4650 direct, 970.413.1196 cell, ken.matthews@merrick.com - Eric Hein – Sr. Project Engineer, 720.330.3205 direct, 303.591.4846 cell, eric.hein@merrick.com - Kenneth Ouellette – Sr. Surveyor, 303.353.3674 cell, Kenneth.Ouellette@Merrick.com - Robin Dornfest - Lithos Engineering, 373-3195 direct, 567-9877 cell, Robin@LithosEng.com DocuSign Envelope ID: 7CC81091-A866-46A1-93CB-9FD5876A0B1A Scope of Work – RAILROAD BORES @ SHARP POINT DRIVE & HICKORY STREET – 11/19/18 Page 2 of 4 - John Beckos- Project Manager, 303.469.0199 direct, 303.472.0664 cell, John.Beckos@BTConstruction.com Assumptions - Sharp Point Project – Waterline construction to precede the roadway at-grade crossing improvements as defined by Sharp Point Drive Improvements, February 2018, Interwest Consulting Group. - Sharp Point Project – As part of the roadway improvement project referenced above, the City has obtained a use agreement with the GWR. The scope of this agreement does not include the waterline crossing. A separate crossing agreement for the waterline will be required. In addition, utility locates and field survey has been performed for the roadway project. This Project will investigate separately utility locates at a level commensurate with this substantial subsurface project. - Hickory Street will remain open during construction. Traffic control planning will be required. - Hickory Project - With the presence of an active railroad, several water transmission pipeline (of which at least the Greeley Bellevue line possibly others are steel) with cathodic protection, it is assumed that cathodic protection (CP) of the casing pipe for this project will be required. Proposed CP for this casing pipe will follow the level of protection and specifications/standards for the Greeley Bellevue pipeline. - Standard APDS process with coordination and contribution by a contractor. In addition, Utility O&M crews will be connecting to the east extent of the Hickory project and coordination on timing, maintenance of service, fittings, etc. will be required. - BT Construction (BTC) will be the Utility’s contractor for the project and, as part of the APDS process, will contribute to the development of the design, provide cost estimation services and utility intelligence. This scope of work is further defined as follow: I. SHARP POINT PROJECT A. Project Management 1. General Project Administration – Prepare a Project Management Plan (PMP) including the scope of work; project budget; project schedule (Gantt chart illustrating tasks and subtasks, milestones, defined critical tasks and milestones, durations, and responsible party); communications plan with defined meetings and workshops; project team with roles, responsibilities, and contact information. Perform routine communications and management tasks such as invoicing, progress reporting and scheduling. 2. Project Meetings – Participate in project meetings and workshops. Prepare and distribute meeting agenda. Prepare and distribute summary meeting minutes. a. Conduct a Project Kick-off Meeting with APDS team. The meeting will present the Project scope, review existing information, and discuss preliminary Project concepts. This meeting will include a tour of the DocuSign Envelope ID: 7CC81091-A866-46A1-93CB-9FD5876A0B1A Scope of Work – RAILROAD BORES @ SHARP POINT DRIVE & HICKORY STREET – 11/19/18 Page 3 of 4 site. b. Conduct Project Progress Meetings with APDS Project team to, receive input and direction from Utility staff, present work-in-process documents, and exchange information concerning the project. It is estimated that four (4) meetings will be required for this Project. Project surveyor will attend one of these meetings and geotechnical/tunneling subconsultant will attend two meetings. c. Coordinate with GWR – Two (2) meetings will be held with GWR to review project, GWR requirements and expectations. One meeting will include an on-site review of plans and permit information prior to submittal. Geotechnical/tunneling subconsultant will attend one meeting. B. Review Project information - Collect and review available existing information that is deemed to be relevant to the Project. Coordinate with Utility staff in identifying and locating information. It is anticipated that such information will include: 1. GIS Data, Aerial Database 2. Record Drawings a. Sidehill Subdivision b. Stor-mor Self Storage at Midpoint Subdivision c. CAD drawings for Sharp Point Drive Improvements, February 2018, Interwest Consulting Group 3. Existing Geotechnical data and reports C. Data Collection 1. Field Survey a. Detailed Topographic Survey – This will be data collected to support the design effort. Base the design survey on Fort Collins control stations. Set two (2) control monuments on the project site. This will support the design process and support the future construction of the project. The width of the survey lines will be from the existing R/W lines to R/W lines. Surface improvements and underground utility information will be recorded along the area of interest. Other information to be located will include utility potholes, soil borings, railroad tracks and other features, R/W markers and property pins, roadway features, manholes and inlets will be measured for depth of invert, size and type of pipe and direction of flow if it can be determined. 2. Utility Locating and Potholing a. Utility locates – Research utility mapping. Coordinate with BTC to facilitate location, flagging and painting of utilities along the alignment. b. Utility potholing – Coordinate with BTC for the potholing of required utilities. Subsequent to surveying the surface locates, produce a site plan of proposed utilities to be potholed. 3. Geotechnical Investigation – Lithos Engineering Provide geotechnical consulting during the design and construction phases of the Project. Conduct a total of two (2) borings along the proposed alignment. Use standard auger drilling techniques. Collect split-spoon, modified California DocuSign Envelope ID: 7CC81091-A866-46A1-93CB-9FD5876A0B1A Scope of Work – RAILROAD BORES @ SHARP POINT DRIVE & HICKORY STREET – 11/19/18 Page 4 of 4 barrel, and/or bulk samples from the borings for classification and laboratory testing. In addition, one test pit excavation will be performed by BTC during design. Collect a sample from the test pit excavation for laboratory testing. Provide a Geotechnical Engineering Report for design and construction of the pipeline project. The report will include: Site Vicinity and Boring Location Plan; detailed boring logs and the results of field exploration and laboratory testing and design criteria including pipeline design recommendations including - modulus of soil reaction (E’), seepage control, compressibility and heave potential of foundation soils and/or bedrock; allowable bearing capacities and lateral earth pressures for manholes and intermediate structures, construction recommendations including - temporary excavations, construction dewatering recommendations, bedrock or oversize material excavation, and compaction requirements and structural backfill types. In addition, provide input specific to the GWR crossing submittal such as; section view of the crossing identifying casing and standard RR zones, casing pipe thickness calculations, bore and receiving pit locations and shoring requirements, dewatering requirements, and an instrumentation and monitoring plan for settlement of the rail track. D. Engineering Design 1. GWR Crossing Permit a. Contact GWR to introduce project and establish expectations, protocol, and schedule for the project b. Prepare permit/crossing agreement documents 2. Design Analysis a. Casing design – Live load, dead load, installation stresses (jacking), sizing, b. Materials, installation alternatives, constructability constraints, geotechnical, and trenchless/tunneling requirements c. Waterline design – restraint design, CP, sequence of construction 3. Drawing Preparation a. Cover sheet with general construction notes b. Prepare plan and profile sheets. It is estimated that one (1) plan and profile sheet will be prepared for this design. c. Perform design engineering and prepare plan sheets for special appurtenances and details that may be necessary. It is estimated that one (1) plan sheet will be required. 4. Technical Specifications - Prepare technical specifications to support the proposed construction. The technical specification will supplement the Utility’s standard specifications and will be in CSI format. II. HICKORY PROJECT A. Project Management 1. General Project Administration – Prepare a Project Management Plan DocuSign Envelope ID: 7CC81091-A866-46A1-93CB-9FD5876A0B1A Scope of Work – RAILROAD BORES @ SHARP POINT DRIVE & HICKORY STREET – 11/19/18 Page 5 of 4 (PMP) including the scope of work; project budget; project schedule (Gantt chart illustrating tasks and subtasks, milestones, defined critical tasks and milestones, durations, and responsible party); communications plan with defined meetings and workshops; project team with roles, responsibilities, and contact information. Perform routine communications and management tasks such as invoicing, progress reporting and scheduling. 2. Project Meetings – Participate in project meetings and workshops. Prepare and distribute meeting agenda. Prepare and distribute summary meeting minutes. a. Conduct a Project Kick-off Meeting with APDS team. The meeting will present the Project scope, review existing information, and discuss preliminary Project concepts. This meeting will include a tour of the site. b. Conduct Project Progress Meetings with APDS Project team to, receive input and direction from Utility staff, present work-in-process documents, and exchange information concerning the project. It is estimated that four (4) meetings will be required for this Project. Project surveyor will attend one of these meetings and geotechnical/tunneling subconsultant will attend two meetings. c. Coordinate with UPRR – Two (2) meetings will be held with UPRR to review project, UPRR requirements and expectations. One meeting will include an on-site review of plans and permit information prior to submittal. Geotechnical/tunneling subconsultant will attend one meeting. B. Review Project information - Collect and review available existing information that is deemed to be relevant to the Project. Coordinate with Utility staff in identifying and locating information. It is anticipated that such information will include: 1. GIS Data, Aerial Database 2. Record Drawings a. Anheuser Busch Waterline b. City of Greeley Bellevue Waterline c. North Weld County Water District – Water Transmission Line d. East Larimer County Water District – Water Transmission Line 3. Existing Geotechnical data and reports C. Data Collection 1. Field Survey a. Detailed Topographic Survey – This will be data collected to support the design effort. Base the design survey on Fort Collins control stations. Set two (2) control monuments on the project site. This will support the design process and support the future construction of the project. The width of the survey lines will be from the existing R/W lines to R/W lines. Surface improvements and underground utility information will be recorded along the area of interest. Other information to be located will include utility potholes, soil borings, railroad tracks and other features, DocuSign Envelope ID: 7CC81091-A866-46A1-93CB-9FD5876A0B1A Scope of Work – RAILROAD BORES @ SHARP POINT DRIVE & HICKORY STREET – 11/19/18 Page 6 of 4 R/W markers and property pins, roadway features, manholes and inlets will be measured for depth of invert, size and type of pipe and direction of flow if it can be determined. b. Prepare property map showing proposed easements. Prepare legal descriptions and plot maps to support easement documents for two (2) easements. 2. Utility Locating and Potholing a. Utility locates – Research utility mapping. Coordinate with BTC to facilitate location, flagging and painting of utilities along the alignment. b. Utility potholing – Coordinate with BTC for the potholing of required utilities. Subsequent to surveying the surface locates, produce a site plan of proposed utilities to be potholed. 3. Geotechnical Investigation – Lithos Engineering Provide geotechnical consulting during the design and construction phases of the Project. Conduct a total of two (2) borings along the proposed alignment. Use standard auger drilling techniques. Collect split-spoon, modified California barrel, and/or bulk samples from the borings for classification and laboratory testing. In addition, one test pit excavation will be performed by BTC during design. Collect a sample from the test pit excavation for laboratory testing. Measure groundwater depth at completion of drilling. If groundwater encountered is near the proposed alignment depth(s), one (1) temporary piezometer will be installed to measure groundwater variations throughout design prior to construction. Permit the well as a temporary piezometer with the CDPHE. Provide a Geotechnical Engineering Report for design and construction of the pipeline project. The report will include: Site Vicinity and Boring Location Plan; detailed boring logs and the results of field exploration and laboratory testing and design criteria including pipeline design recommendations including - modulus of soil reaction (E’), seepage control, compressibility and heave potential of foundation soils and/or bedrock; allowable bearing capacities and lateral earth pressures for manholes and intermediate structures, construction recommendations including - temporary excavations, construction dewatering recommendations, bedrock or oversize material excavation, and compaction requirements and structural backfill types. In addition, provide input specific to the UPRR crossing submittal such as; section view of the crossing identifying casing and standard RR zones, casing pipe thickness calculations, bore and receiving pit locations and shoring requirements, dewatering requirements, and an instrumentation and monitoring plan for settlement of the rail track. D. Engineering Design 1. UPRR Crossing Permit DocuSign Envelope ID: 7CC81091-A866-46A1-93CB-9FD5876A0B1A Scope of Work – RAILROAD BORES @ SHARP POINT DRIVE & HICKORY STREET – 11/19/18 Page 7 of 4 a. Contact UPRR to introduce project and establish expectations, protocol, and schedule for the project b. Prepare permit/crossing agreement documents 2. Design Analysis a. Casing design – Live load, dead load, installation stresses (jacking), sizing, b. Materials, installation alternatives, constructability constraints, geotechnical, and trenchless/tunneling requirements c. Waterline design – restraint design, CP, sequence of construction 3. Drawing Preparation a. Cover sheet with general construction notes b. Prepare plan and profile sheets. It is estimated that two (2) plan and profile sheets will be prepared for this design. c. Perform design engineering and prepare plan sheets for special appurtenances and details that may be necessary. It is estimated that one (1) plan sheet will be required. 4. Technical Specifications - Prepare technical specifications to support the proposed construction. The technical specification will supplement the Utility’s standard specifications and will be in CSI format. End of Scope of Work DocuSign Envelope ID: 7CC81091-A866-46A1-93CB-9FD5876A0B1A Utilities Work Order Form Official Purchasing Form Last updated 10/2017 ATTACHMENT B WORK ORDER COST OF SERVICES DocuSign Envelope ID: 7CC81091-A866-46A1-93CB-9FD5876A0B1A Task # Staff Category Project Manager Ken M QA/QC Sr. Proj. Engr. Eric H. Design Engr. Sr. CADD CADD Clerical Field Survey Geotech Sub- Consultant Lithos Misc. Expenses Total Task Hours (hrs) Extended Task Cost ($) Total Task Cost ($) Bill Rate ($) $ 185.00 $ 246.00 $ 165.00 $ 106.00 $ 114.00 $ 90.00 $ 82.00 Task A Project Management 40 0 48 20 0 0 8 $0 $0 $ 500.00 116 $ 18,596.00 1 General Project Administration 24 24 8 $ 500.00 $ 9,556.00 2 Project Meetings a. Design Kick-off Meeting 4 6 6 $ 2,366.00 b. Progress Meeting - (4 meetings) 8 12 8 $ 4,308.00 c. GWR Meeting (2 meetings) 4 6 6 $ 2,366.00 Task B Review Project Information 4 0 4 9 0 4 0 $0 $0 $0 21 $ 2,714.00 1 GIS, Aerial Data, Misc. 2 2 3 $ 1,018.00 2 Collect and Review Record Drawings 2 2 6 4 $ 1,696.00 Task C Data Collection 10 0 16 12 0 8 0 $6,850 $19,600 $0 46 $ 32,932.00 1 Field Survey a. Topo Survey 2 4 4 $6,850 $ 8,004.00 2 Utility Location and Potholing 4 4 8 4 $ 2,608.00 3 Geotechnical Investigation 4 12 $19,600 $ 22,320.00 Task D Engineering Design 16 8 40 52 6 40 6 $0 $0 $0 168 $ 21,816.00 1 GWR Crossing Permit 4 2 12 8 2 8 2 $ 5,172.00 2 Design Analysis 4 2 8 16 $ 4,248.00 3 Drawing Preparation (2 sheets) 4 2 8 20 4 32 $ 8,008.00 4 Technical Specifications 4 2 12 8 4 $ 4,388.00 Total Project Hours 70 8 108 93 6 52 14 351 Total Project Costs $12,950 $1,968 $17,820 $9,858 $684 $4,680 $1,148 $6,850 $19,600 $500 $76,058 ESTIMATED HOURS EXHIBIT B ESTIMATED ENGINEERING FEES 2019 WATER SYSTEM IMPROVEMENTS – RAILROAD BORES PART I SHARP POINT DRIVE Merrick & Company November 19, 2018 C:\Users\kmatthews\Documents\my doc\projects\FORT COLLINS\Fee - sharp point hickory waterline 1 DocuSign Envelope ID: 7CC81091-A866-46A1-93CB-9FD5876A0B1A Task # Staff Category Project Manager Ken M QA/QC Sr. Proj. Engr. Eric H. Design Engr. Sr. CADD CADD Clerical Field Survey Geotech Sub- Consultant Lithos Misc. Expenses Total Task Hours (hrs) Extended Task Cost ($) Total Task Cost ($) Bill Rate ($) $ 185.00 $ 246.00 $ 165.00 $ 106.00 $ 114.00 $ 90.00 $ 82.00 Task A Project Management 40 0 48 20 0 0 8 $0 $0 $ 500.00 116 $ 18,596.00 1 General Project Administration 24 24 8 $ 500.00 $ 9,556.00 2 Project Meetings a. Design Kick-off Meeting 4 6 6 $ 2,366.00 b. Progress Meeting - (4 meetings) 8 12 8 $ 4,308.00 c. UPRR Meeting (2 meetings) 4 6 6 $ 2,366.00 Task B Review Project Information 4 0 4 12 0 4 0 $0 $0 $0 24 $ 3,032.00 1 GIS, Aerial Data, Misc. 2 2 4 $ 1,124.00 2 Collect and Review Record Drawings 2 2 8 4 $ 1,908.00 Task C Data Collection 12 0 18 12 0 12 0 $8,600 $19,800 $0 54 $ 35,942.00 1 Field Survey a. Topo Survey 2 4 4 $7,100 $ 8,254.00 b. Prepare Easements (2) 2 2 $1,500 $ 2,200.00 2 Utility Location and Potholing 4 4 8 8 $ 2,968.00 3 Geotechnical Investigation 4 12 $19,800 $ 22,520.00 Task D Engineering Design 16 8 40 64 6 48 6 $0 $0 $0 188 $ 23,808.00 1 UPRR Crossing Permit 4 2 12 8 2 8 2 $ 5,172.00 2 Design Analysis 4 2 8 16 $ 4,248.00 3 Drawing Preparation (4 sheets) 4 2 8 32 4 40 $ 10,000.00 4 Technical Specifications 4 2 12 8 4 $ 4,388.00 Total Project Hours 72 8 110 108 6 64 14 382 Total Project Costs $13,320 $1,968 $18,150 $11,448 $684 $5,760 $1,148 $8,600 $19,800 $500 $81,378 ESTIMATED HOURS EXHIBIT B ESTIMATED ENGINEERING FEES 2019 WATER SYSTEM IMPROVEMENTS – RAILROAD BORES PART II HICKORY STREET Merrick & Company November 19, 2018 C:\Users\kmatthews\Documents\my doc\projects\FORT COLLINS\Fee - sharp point hickory waterline 2 DocuSign Envelope ID: 7CC81091-A866-46A1-93CB-9FD5876A0B1A Utilities Work Order Form Official Purchasing Form Last updated 10/2017 ATTACHMENT C WORK ORDER SCHEDUE DETAIL DocuSign Envelope ID: 7CC81091-A866-46A1-93CB-9FD5876A0B1A ID Task Name Duration Start Finish Predecessors 1 Task 1: Project Management 2 1.1 Notice to Proceed 0 days Wed 12/26/18 Wed 12/26/18 3 1.2 Kick-off Meeting 0 days Fri 1/18/19 Fri 1/18/19 4 1.3 UPRR Permit 4.1 mons Tue 1/22/19 Wed 5/15/19 5 6 Task 2: Review Project Information 10 days Tue 1/22/19 Mon 2/4/19 7 8 Task 3: Data Collection 9 3.1 Perform Field Survey 3 days Tue 1/29/19 Thu 1/31/19 10 3.2 Perform Geotech Investigation 3 days Wed 1/16/19 Fri 1/18/19 11 3.3 Pothole Existing Utilities 2 days Wed 1/23/19 Thu 1/24/19 12 13 Task 4: Design & Plan Production 53 days Thu 1/24/19 Mon 4/8/19 14 15 Task 5: Construction 35 days Thu 5/16/19 Wed 7/3/19 12/26 1/18 25 2 9 16 23 30 6 13 20 27 3 10 17 24 3 10 17 24 31 7 14 21 28 5 12 19 26 2 9 16 23 30 7 Dec '18 Jan '19 Feb '19 Mar '19 Apr '19 May '19 Jun '19 Jul '19 Task Split Milestone Summary Project Summary Inactive Task Inactive Milestone Inactive Summary Manual Task Duration-only Manual Summary Rollup Manual Summary Start-only Finish-only External Tasks External Milestone Deadline Progress Manual Progress 2019 Water System Improvements - Railroad Bore at Hickory Street Page 1 Project: Hickory Date: Mon 12/10/18 DocuSign Envelope ID: 7CC81091-A866-46A1-93CB-9FD5876A0B1A ID Task Name Duration Start Finish Predecessors 1 Task 1: Project Management 2 1.1 Notice to Proceed 0 days Wed 12/26/18 Wed 12/26/18 3 1.2 Kick-off Meeting 0 days Fri 1/4/19 Fri 1/4/19 4 1.3 GWR Permit 3.05 mons Fri 1/4/19 Fri 3/29/19 5 6 Task 2: Review Project Information 11 days Fri 1/4/19 Fri 1/18/19 7 8 Task 3: Data Collection 9 3.1 Perform Field Survey 3 days Wed 1/23/19 Fri 1/25/19 10 3.2 Perform Geotech Investigation 3 days Mon 1/14/19 Wed 1/16/19 11 3.3 Pothole Existing Utilities 2 days Mon 1/21/19 Tue 1/22/19 12 13 Task 4: Design & Plan Production 33 days Wed 1/9/19 Fri 2/22/19 14 15 Task 5: Construction 33 days Mon 4/1/19 Wed 5/15/19 16 17 18 19 20 + 12/26 1/4 28 3 8 13 18 23 28 2 7 12 17 22 27 1 6 11 16 21 26 3 8 13 18 23 28 2 7 12 17 22 27 2 7 12 17 December 2018 January 2019 February 2019 March 2019 April 2019 May 2019 Task Split Milestone Summary Project Summary Inactive Task Inactive Milestone Inactive Summary Manual Task Duration-only Manual Summary Rollup Manual Summary Start-only Finish-only External Tasks External Milestone Deadline Progress Manual Progress 2019 Water System Improvements - Railroad Bore at Sharp Point Drive Project: Sharp Point Date: Mon 12/10/18 DocuSign Envelope ID: 7CC81091-A866-46A1-93CB-9FD5876A0B1A Utilities Work Order Form Official Purchasing Form Last updated 10/2017 ATTACHMENT D CERTIFICATE OF INSURANCE CONTRACTOR shall submit Certificate of Insurance in compliance with the Contract Documents. DocuSign Envelope ID: 7CC81091-A866-46A1-93CB-9FD5876A0B1A 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. 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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) © 1988-2016 ACORD CORPORATION. All rights reserved. CERTIFICATE HOLDER The ACORD name and logo are registered marks of ACORD HIRED AUTOS ONLY A 1,000,000 57UUNZC2767 Manashi Mukherjee SEA-003274264-13 1,000,000 3,000,000 X 29459 3,000,000 Retention of Marsh USA Inc. Attn: Denver.CertRequest@marsh.com / F: 212-948-4381 N X Contractual Liability 03/01/2018 3 03/01/2019 03/01/2018 19437 03/01/2019 57UUNZC2767 Professional & Pollution Liab. B 2,000,000 19682 1,000,000 30104 Twin City Fire Insurance Company 1,000,000 X D X 02/28/2018 500,000 03/01/2018 2,000,000 Evidence of Insurance X Greenwood Village, CO 80111-5472 Merrick & Company Lexington Insurance Company 10,000 X A Hartford Fire Insurance Company Hartford Underwriters Insurance Company CN101829745-CONT-GAWUE-18- Per Claim/Aggregate 10,000 03/01/2019 1,000,000 57RHUFM3402 Shared Limits - Claims Made C 2,000,000 29424 1,000,000 1,000,000 03/01/2019 57WEVK1120 1225 17TH STREET, SUITE 1300 MARSH USA INC. X DENVER, CO 80202-5534 5970 Greenwood Plaza Boulevard Merrick & Company Greenwood Village, CO 80111-5472 X X 015448988 03/01/2018 5970 Greenwood Plaza Boulevard 03/01/2018 F 03/01/2019 Hartford Casualty Ins Co DocuSign Envelope ID: 7CC81091-A866-46A1-93CB-9FD5876A0B1A