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Home My WebLink AboutWORK ORDER - RFP - 8286 CONSTRUCTION CONTRACTOR FOR PROJECTS AT THE WATER & WASTEWATER TREATMENT FACILITIES (13)Utilities Work Order – Construction Form Official Purchasing Form Last updated 10/2017 FORT COLLINS UTILITIES CONSTRUCTION WORK ORDER DWRF DIGESTER CIRCULATION PUMP REPLACEMENT - CONSTRUCTION WORK ORDER NO. H-WRF-2018-09 CONTRACTOR: Hydro Construction, Inc. Page 1 of 66 Page 1 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 Utilities Work Order – Construction Form Official Purchasing Form Last updated 10/2017 TABLE OF CONTENTS AGREEMENT FORMS 00525 Work Order, Notice of Award & Bid Schedule 00530 Work Order Notice to Proceed 00600 Bonds and Certificates 00610 Performance Bond 00615 Payment Bond 00630 Certificate of Insurance 00635 Certificate of Substantial Completion 00640 Certificate of Final Acceptance 00650 Lien Waiver Release (CONTRACTOR) 00651 Lien Waiver Release (SUBCONTRACTOR) 00660 Consent of Surety 00670 Application for Exemption Certificate 00800 Supplementary Conditions 00900 Addenda, Modifications and Payment 00950 Work Order Change Order Form 00960 Application for Payment ADDITIONAL DOCUMENTS Attachment A DRAWING INDEX Page 2 of 66 Page 2 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 Utilities Work Order – Construction Form Official Purchasing Form Last updated 10/2017 SECTION 00500 CONSTRUCTION WORK ORDER AGREEMENT FORMS 00525 Work Order, Notice of Award & Bid Schedule 00530 Work Order Notice to Proceed SECTION 00525 Page 3 of 66 Page 3 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 Utilities Work Order – Construction Form Official Purchasing Form Last updated 10/2017 WORK ORDER, NOTICE OF AWARD AND BID SCHEDULE TO: Hydro Construction, Inc. WORK ORDER NUMBER: H-WRF-2018-09 PROJECT TITLE: DWRF Digester Circulation Pumps Replacement - Construction ORIGINAL BID/RFP NUMBER & NAME: 8286, Construction Contractor for Projects at the Water and Wastewater Treatment Facilities MASTER AGREEMENT EFFECTIVE DATE: June 20, 2016 ARCHITECT/ENGINEER: Hydro Construction, Inc. OWNER’S REPRESENTATIVE: Eileen Dornfest MAXIMUM FEE: (time and reimbursable direct costs): $198,712.00 NOTICE OF AWARD DATE: March 7, 2018 OWNER: City of Fort Collins (hereinafter referred to as OWNER) 1. WORK. Pursuant to your MASTER AGREEMENT with OWNER dated June 20, 2016, and your Work Order Proposal dated March 3, 2018, you have been awarded a Work Order for DWRF Digester Circulation Pumps Replacement - Construction. PROJECT DESCRIPTION & SITE LOCATION: Procure and install new digester circulation pumps at the Drake Water Reclamation Facility (DWRF) located at 3036 Environmental Drive, Fort Collins. 2. CONTRACT PRICE, BONDS AND CERTIFICATES. The price of your Work Order is one hundred ninety-eight thousand seven hundred twelve dollars and zero cents ($198,712.00). Pursuant to the AGREEMENT and the Work Order Documents, Performance and Payment Bonds and insurance are required. 3. CONTRACT TIMES. Pursuant to the MASTER AGREEMENT and the Work Order Documents, the date for Substantial Completion of this Work Order is November 30, 2018, and after Substantial Completion, the date for Final Completion is December 31, 2018. 4. LIQUIDATED DAMAGES. OWNER and CONTRACTOR recognize that time is of the essence of this Work Order and that OWNER will suffer financial loss if the Work is not completed within the times specified in paragraph 3 above, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. They also recognize the delays, expenses and difficulties involved in proving in a legal proceeding the actual loss suffered by OWNER if the Work is not completed on time. Accordingly instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as penalty) CONTACTOR shall pay OWNER the amounts set forth hereafter. 1) Substantial Completion: five hundred dollars ($500.00) for each calendar day or fraction thereof after November 30, 2018 until the work is Substantially Complete. Page 4 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 Utilities Work Order – Construction Form Official Purchasing Form Last updated 10/2017 2) Final Acceptance: After Substantial Completion, two hundred dollars ($200.00) for each calendar day or fraction thereof after 30 calendar day period until the Work is ready for Final Payment and Acceptance. 5. EXECUTION. Work Order Documents must be executed in DocuSign within fifteen (15) calendar days of the date of this Notice of Award. Contractor shall attach Payment and Performance Bonds and Certificate of Insurance(COI) to the Work Order Documents in DocuSign. In addition, one original set of executed Bonds and COI shall be provided to the Buyer. Failure to comply with these conditions within the time specified will entitle OWNER to consider your Work Order Proposal abandoned and to annul this Work Order & Notice of Award. CONTRACTOR’S NOTICE OF AWARD REPRESENTATION & EXECUTION: CONTRACTOR agrees to perform the services identified above, in accordance with the terms and conditions contained herein, the MASTER AGREEMENT, and the NOTICE OF AWARD between the parties. In the event of a conflict between or ambiguity in the terms of the MASTER AGREEMENT or specific Work Orders, the MASTER AGREEMENT shall control. CONTRACTOR: Hydro Construction, Inc. By: Date: Name: Title: Page 5 of 66 Page 5 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 President March 14, 2018 Stan Javernick Utilities Work Order – Construction Form Official Purchasing Form Last updated 10/2017 OWNER’S ACCEPTANCE & EXECUTION: This Work Order and the attached Documents are hereby accepted and incorporated herein by this reference. ACCEPTANCE: Date: Eileen Dornfest, Special Project Manager REVIEWED: Date: Pat Johnson, Senior Buyer APPROVED AS TO FORM: Date: Cyril Vidergar, Assistance City Attorney (if greater than $1,000,000) ACCEPTANCE: Date: Jason Graham, Water Reclamation & Biosolids Division Manager ACCEPTANCE: Date: Owen Randall, Water Systems Engineering Division Manager ACCEPTANCE: Date: Matt Fater, Water Engineering & Field Services Operations Interim Manager ACCEPTANCE: Date: Carol Webb, Water Resources & Treatment Operations Manager ACCEPTANCE: Date: Kevin Gertig, Utilities Executive Director (if greater than $1,000,000) ACCEPTANCE: Date: Gerry Paul, Purchasing Director (if greater than $60,000) THROUGH: Date: Jeff Mihelich, Deputy City Manager (if greater than $1,000,000) ACCEPTANCE: Date: Darin Atteberry, City Manager (if greater than $1,000,000) Page 6 of 66 Page 6 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 March 9, 2018 March 9, 2018 March 15, 2018 March 14, 2018 March 19, 2018 March 19, 2018 March 19, 2018 Utilities Work Order – Construction Form Official Purchasing Form Last updated 10/2017 ATTEST: Date: City Clerk (if greater than $1,000,000) Page 7 of 66 Page 7 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 Utilities Work Order – Construction Form Official Purchasing Form Last updated 10/2017 BID SCHEDULE Page 8 of 66 Page 8 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 Hydro Construction Company, Inc. DWRF - Digester Circulation Pump Replacement Page 1 90% Design Documents 3/3/2018 4:00 PM Page 9 of 66 Page 9 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 Hydro Construction Company, Inc. DWRF - Digester Circulation Pump Replacement Page 2 90% Design Documents 3/3/2018 4:00 PM Item Description Takeoff Qty Labor Amount Material Amount Subcontract Amount Name Equipment Amount Other Amount Total Amount 01 General Conditions 1100.100 Project Management 12 Project Manager 1.00 wk 3,066 - - 388 114 3,567 16 Project Engineer 4.00 wk 8,098 - - 1,117 228 9,443 Project Management 11,163 1,505 342 13,010 200.00 Labor hours 200.00 Equipment hours 1102.100 Site Supervision 14 Project Superintendent 4.00 wk 12,262 - - 1,824 456 14,542 Site Supervision 12,262 1,824 456 14,542 160.00 Labor hours 160.00 Equipment hours 1260.100 Utilities 20 Temporary Toilets 1.50 mo - 0 - - 342 342 Utilities 342 342 1300.100 Project Clean Up 46 Dumpster Rental 1.50 mo - - 513 513 Project Clean Up 513 513 1400.100 Misc. Labor Expense 10 Start-Up & Testing 4.00 day 1,666 6,822 693 342 9,523 Misc. Labor Expense 1,666 6,822 693 342 9,523 32.00 Labor hours 32.00 Equipment hours 1622.100 Fuels 10 Fuels - Gas 6.00 wk - - - 1,026 1,026 Fuels 1,026 1,026 1630.100 Off Load & Storage 10 Off Load Misc Deliveries 4.00 hr 249 - - 684 - 933 Off Load & Storage 249 684 933 4.00 Labor hours 4.00 Equipment hours 1900.005 Misc. Equipment 45 Victaulic Machine 1.50 mo - - - 3,420 - 3,420 Misc. Equipment 3,420 3,420 1900.140 Pick-up Trucks 10 Jobsite Truck 1.50 mo - - - 1,778 - 1,778 Pick-up Trucks 1,778 1,778 Page 10 of 66 Page 10 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 Hydro Construction Company, Inc. DWRF - Digester Circulation Pump Replacement Page 3 90% Design Documents 3/3/2018 4:00 PM Item Description Takeoff Qty Labor Amount Material Amount Subcontract Amount Name Equipment Amount Other Amount Total Amount 01 General Conditions 25,340 0 6,822 9,904 3,021 45,088 396.00 Labor hours 396.00 Equipment hours Page 11 of 66 Page 11 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 Hydro Construction Company, Inc. DWRF - Digester Circulation Pump Replacement Page 4 90% Design Documents 3/3/2018 4:00 PM Item Description Takeoff Qty Labor Amount Material Amount Subcontract Amount Name Equipment Amount Other Amount Total Amount 02 DCP Replacement 2221.110 Saw Cut/Hammer 10 Demo Concrete Pad 4.00 ea 416 320 - 274 342 1,352 Saw Cut/Hammer 416 320 274 342 1,352 8.00 Labor hours 8.00 Equipment hours 2221.250 Demo- Items 12 Demo Ciruculation Pumps 4.00 ea 469 - - 228 114 811 Demo- Items 469 228 114 811 6.00 Labor hours 2222.015 Demo Pipe DI 30 Demo Piping 4.00 ea 1,093 - - 456 342 1,891 Demo Pipe DI 1,093 456 342 1,891 56.00 Labor hours 3100.310 Forms- Strip & Oil 24 Strip & Oil SOG Form 114.00 sf 1,249 - - 195 390 1,834 Forms- Strip & Oil 1,249 195 390 1,834 16.00 Labor hours 3210.208 Rebar- SOG 5 SOG Rebar # 5 0.09 tn 0 115 - - - 115 5 SOG Rebar # 5 0.07 tn 0 91 - - - 91 Rebar- SOG 206 206 2.16 Labor hours 3220.110 Wire Mesh- Rolls 900 Mesh Support - bricks 20.00 ea 0 11 - - - 11 Wire Mesh- Rolls 11 11 0.04 Labor hours 3310.100 Concrete- Buy 45 4500 psi Concrete 2.444 cy - 492 - - - 492 Concrete- Buy 492 492 3310.230 Place- S-O-G 1 Truck Place Slab on Grade 2.444 cy 626 - - 209 139 974 Place- S-O-G 626 209 139 974 8.013 Labor hours 11210.314 Pump 50 Vaughan Chopper Pump - Purchase 4.00 ea 0 60,763 - - - 60,763 50 Chopper Pump Install 4.00 ea 995 640 - 684 342 2,660 Pump 995 61,402 684 342 63,423 112.00 Labor hours 15110.040 Valves - Plug 150# d 40 4" Dezurik Plug Valve - Glass Lined 4.00 ea 0 6,822 - - - 6,822 Page 12 of 66 Page 12 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 Hydro Construction Company, Inc. DWRF - Digester Circulation Pump Replacement Page 5 90% Design Documents 3/3/2018 4:00 PM Item Description Takeoff Qty Labor Amount Material Amount Subcontract Amount Name Equipment Amount Other Amount Total Amount Valves - Plug 150# 6,822 6,822 11.64 Labor hours 15110.042 Valves - Plug 175# b 60 6" Dezurik Plug Valve - Glass Lined 4.00 ea 0 7,356 - - - 7,356 Valves - Plug 175# 7,356 7,356 18.84 Labor hours 15110.054 Valves - Non Return 300# b 60 6" Kennedy Check Valve - Epoxy Lined 4.00 ea 0 9,285 - - - 9,285 Valves - Non Return 300# 9,285 9,285 32.16 Labor hours 15203.001 DI Flange Pipe by LF 4 Pipe & Fitting Install 4.00 ea 12,586 0 - 0 1,140 13,726 DI Flange Pipe by LF 12,586 1,140 13,726 512.00 Labor hours 15203.002 DI Flange Pipe by piece 401 Glass Lined Pipe & Fitting - Purchase 4.00 ea 0 15,990 - - - 15,990 DI Flange Pipe by piece 15,990 15,990 7.16 Labor hours 16000.001 Electrical -sub Electrical Sub 1.00 ls - - 7,688 - - 7,688 Electrical 7,688 7,688 02 DCP Replacement 17,434 101,885 7,688 2,046 2,809 131,862 790.01 Labor hours 8.00 Equipment hours Page 13 of 66 Page 13 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 Hydro Construction Company, Inc. DWRF - Digester Circulation Pump Replacement Page 6 90% Design Documents 3/3/2018 4:00 PM Estimate Totals Description Amount Totals Rate Percent of Total Labor 42,774 21.53% Material 101,885 51.27% Subcontract 14,511 7.30% Equipment 11,950 6.01% Other 5,830 2.93% 176,950 176,950 89.05 89.05% Perform & Payment Bond - 2 yr. 3,080 1.55% 3,080 180,030 1.55 90.60% Profit & Overhead 18,682 11.000 % 9.40% 18,682 198,712 9.40 100.00% Total 198,712 Page 14 of 66 Page 14 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 Mar-18 Apr-18 May-18 Jun-18 Jul-18 Aug-18 Sep-18 Oct-18 Nov-18 Dec-18 Submittals & Shop Drawings Fabrication Construction Startup TENTATIVE SCHEDULE DWRF Digester Circulation Pumps Replacment Construction SCHEDULE H:\A.Anderson\Angel - DocuSign\Eileen Dornfest\Hydro Construction - DWRF Digester Circulation Pump Replacement - Construction\DCP Schedule.xls Jefferson Street-Schedule Page 15 of 66 Page 15 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 DRAKE WATER RECLAMATION FACILITY DIGESTER RECIRCULATION PUMP REPLACEMENT PROJECT CAROLLO PROJECT NO. 10811A10 TECHNICAL SPECIFICATIONS AND DRAWINGS 90% DESIGN SUBMITTAL NOT FOR CONSTRUCTION VOLUME 1 OF 2 JANUARY 2018 10822 West Toller Drive, Suite 200 Littleton, Colorado 80127 303-980-8260 Jason C. Garside, January 30, 2018, Colorado License No. 38073. Page 16 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 Page 17 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 January 2018 - DRAFT TOC-1 10811A10 pw://Carollo/Documents/Client/CO/Fort Collins (Wastewater)/10811A10 Digester Recirculation Pump Design/Specifications/00_00_02 (FRS-90) Jason C. Garside, January 30, 2018, Colorado License No. 38073. CITY OF FORT COLLINS DRAKE WATER RECLAMATION FACILITY DIGESTER RECIRCULATION PUMP REPLACEMENT PROJECT SPECIFICATIONS TABLE OF CONTENTS VOLUME 1 OF 2 SPECIFICATIONS ORIGINALLY ISSUED FOR THE DEWATERING SYSTEM PROJECT - CAROLLO PROJECT NO. 10545B10, JANUARY 2018, ARE INCLUDED HEREIN BY REFERENCE. WHEREVER DIVISION OR SPECIFICATION NUMBERS ARE CALLED OUT OR WORK IS NOT OTHERWISE DETAILED WITHIN THE DIGESTER RECIRCULATION PUMP REPLACEMENT PROJECT, THE REQUIREMENTS OF THE DEWATERING SYSTEM PROJECT SPECIFICATIONS SHALL APPLY. DIVISION 26 – ELECTRICAL SECTION NO. TITLE 26_05_09 LOW VOLTAGE MOTORS UP TO 500 HORSEPOWER DIVISION 40 – PROCESS INTEGRATION SECTION NO. TITLE 40_05_65.24 CHECK VALVES DIVISION 43 – PROCESS GAS AND LIQUID HANDLING, PURIFICATION, AND STORAGE EQUIPMENT SECTION NO. TITLE 43_23_13.37 HORIZONTAL CHOPPER CENTRIFUGAL PUMPS Page 18 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 Page 19 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 January 2018 - DRAFT 26_05_09-1 10811A10 pw://Carollo/Documents/Client/CO/Fort Collins (Wastewater)/10811A10 Digester Recirculation Pump Design/Specifications/26_05_09 (FRS-90) SECTION 26_05_09 LOW VOLTAGE MOTORS UP TO 500 HORSEPOWER PART 1 GENERAL 1.01 SUMMARY A. Section includes: 1. Low voltage motors up to 500 horsepower. B. Related sections: 1. Section 01_33_00 - Submittal Procedures. 2. Section 01_75_17 - Commissioning. 3. Section 26_05_00 - Common Work Results for Electrical. 4. Section 26_08_50 - Field Electrical Acceptance Tests. 1.02 REFERENCES A. As specified in Section 26_05_00. B. American Bearing Manufacturers Association (ABMA): 1. 9 - Load Ratings and Fatigue Life for Ball Bearings. 2. 11 - Load Ratings and Fatigue Life for Roller Bearings. C. American Petroleum Institute (API): 1. 670 - Vibration, Axial Position, and Bearing Temperature Monitoring Systems. D. ASTM International (ASTM). 1. B117 - Standard Practice for Operating Salt Spray (Fog) Apparatus. E. Institute of Electrical and Electronic Engineers (IEEE): 1. 43 - IEEE Recommended Practice for Testing Insulation Resistance of Rotating Machinery. 2. 112 - IEEE Standard Test Procedure for Polyphase Induction Motors and Generators. 3. 114 - Standard Test Procedure for Single-Phase Induction Motors. 4. 303 - Recommended Practice for Auxiliary Devices for Rotating Electrical Machines in Class I, Division 2 and Zone 2 Locations. 5. 841 - Standard for Petroleum and Chemical Industry-Premium-Efficiency, Severe Duty, Totally Enclosed Fan-Cooled (TEFC) Squirrel Cage Induction Motors - Up to and Including 370 kW (500 hp). 6. 1349 - Guide for Application of Electric Motors in Class I, Division 2 Hazardous (Classified) Locations. Page 20 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 January 2018 - DRAFT 26_05_09-2 10811A10 pw://Carollo/Documents/Client/CO/Fort Collins (Wastewater)/10811A10 Digester Recirculation Pump Design/Specifications/26_05_09 (FRS-90) F. National Electrical Manufacturers' Association (NEMA): 1. MG-1 - Motors and Generators. 2. MG-2 - Safety Standard for Construction and Guide for Selection, Installation, and Use of Electric Motors and Generators. G. Underwriters Laboratories Inc. (UL): 1. 674 - Electric Motors and Generators for Use in Division 1 Hazardous (Classified) Locations. 1.03 DEFINITIONS A. As specified in Section 26_05_00. 1.04 SYSTEM DESCRIPTION A. Furnish and install electric motors and accessories as specified in this Section and the Sections specifying driven equipment to provide a complete and operable installation. 1.05 SUBMITTALS A. Furnish submittals as specified in Sections 01_33_00 and 26_05_00. B. Submit completed motor data sheets for each motor supplied: 1. Conform to data sheet in the appendix of this Section. 2. Manufacturer’s or other data sheets are not acceptable. C. Product data: 1. Descriptive bulletins. 2. Machine tag and loop number as indicated on the Drawings and in the specification section number of the driven machine. 3. Complete electrical data. 4. Torque, current, and power factor vs. speed curves: a. At 100 percent rated voltage for all full voltage started and VFD driven motors. 5. Accessories data: a. Power factor correction capacitors: 1) Size in KVAR, for all motors over 5 HP not connected to variable frequency drives. 6. Mechanical data: a. Bearing design and bearing life calculations. b. Resonant frequencies for all VFD-driven motors 50 horsepower or greater. D. Shop drawings: 1. Motor weight. 2. Frame size. 3. Conduit box(es), size(s), and location(s). 4. Outline drawings with dimensions. 5. Installation details for the project seismic criteria. E. Test reports: 1. Factory test reports with test reference standard identified. Page 21 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 January 2018 - DRAFT 26_05_09-3 10811A10 pw://Carollo/Documents/Client/CO/Fort Collins (Wastewater)/10811A10 Digester Recirculation Pump Design/Specifications/26_05_09 (FRS-90) F. Certification: 1. When motors are driven by variable speed drive systems, submit certification that selected motor: a. Is capable of satisfactory performance under the intended load. b. Meets the requirements of the latest edition of NEMA MG-1 Part 31. G. Calculations: 1. Where site conditions specified in Section 26_05_00 exceed manufacturer’s ratings, provide derating calculations for each motor. 1.06 QUALITY ASSURANCE A. As specified in Section 26_05_00. 1.07 DELIVERY, STORAGE, AND HANDLING A. As specified in Section 26_05_00. 1.08 PROJECT OR SITE CONDITIONS A. As specified in Section 26_05_00. 1.09 SEQUENCING (NOT USED) 1.10 SCHEDULING (NOT USED) 1.11 WARRANTY A. As specified in Section 26_05_00. 1.12 SYSTEM START-UP A. As specified in Section 26_05_00. 1.13 OWNER’S INSTRUCTION (NOT USED) 1.14 MAINTENANCE (NOT USED) PART 2 PRODUCTS 2.01 MANUFACTURERS A. One of the following or equal: 1. US Motors. 2. General Electric. 3. Reliance. 4. Toshiba. 5. Baldor. 2.02 EXISTING PRODUCTS (NOT USED) 2.03 MATERIALS (NOT USED) Page 22 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 January 2018 - DRAFT 26_05_09-4 10811A10 pw://Carollo/Documents/Client/CO/Fort Collins (Wastewater)/10811A10 Digester Recirculation Pump Design/Specifications/26_05_09 (FRS-90) 2.04 MANUFACTURED UNITS (NOT USED) 2.05 EQUIPMENT A. 3-phase induction motors - general: 1. Voltage: a. All motors 1/2 hp and larger shall be rated 460 V, 3 phase unless otherwise indicated on the Drawings. b. Dual voltage motors rated 230/460 V, 3 phase are acceptable provided all leads are brought to the conduit box. 2. Motors driving identical machines shall be identical. 3. All motors greater than 1 hp and up to 500 hp shall meet the “NEMA Premium Efficiency” percent listed in NEMA MG-1. 4. Horsepower as indicated on the Drawings: a. Horsepower ratings indicated on the Drawings are based on vendor’s estimates. Provide motors sized for the load of the actual equipment furnished without operating in the service factor. 5. Service factor: a. 1.15 service factor on sine wave power. 6. Torque: a. Provide motors that develop sufficient torque for acceleration to full speed at voltage 10 percent less than motor nameplate rating. b. NEMA Design B except where driven load characteristics require other than normal starting torque: 1) In no case shall starting torque or breakdown torque be less than the values specified in NEMA MG-1. 7. Enclosures: a. As specified in the individual equipment Specifications or in this Section. b. Totally enclosed fan cooled: 1) Cast iron conduit box. 2) Tapped drain holes with Type 316 stainless steel plugs for frames 286 and smaller, and automatic breather and drain devices for frames 324 and larger. c. Lifting devices: All motors weighing 265 pounds (120 kilograms) or more shall have suitable lifting devices for installation and removal. 8. Manufactured with cast iron frames in accordance with NEMA MG-1 or manufacturer’s standard material for the specified rating. 9. Nameplates: a. Provide all motors with a permanent, stainless steel nameplate indelibly stamped or engraved with: 1) NEMA standard motor data. a) Indicate compliance with NEMA MG-1 Part 31 for inverter duty motors. 2) AFBMA bearing numbers and lubrication instructions. 10. Hardware: a. Type 316 stainless steel. 11. Conduit boxes: a. Cast iron or stamped steel. b. Split from top to bottom. c. Provide gaskets at the following interfaces: 1) Frames and conduit boxes. 2) Conduit boxes and box covers. Page 23 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 January 2018 - DRAFT 26_05_09-5 10811A10 pw://Carollo/Documents/Client/CO/Fort Collins (Wastewater)/10811A10 Digester Recirculation Pump Design/Specifications/26_05_09 (FRS-90) d. Rotatable through 360 degrees in 90-degree increments. 1) Where available based on the size of the conduit box. e. Exceeding the dimensions defined in NEMA MG-1. f. Provide grounding lugs inside conduit boxes for motor frame grounding. 12. Motor bearings: a. Antifriction. b. Regreasable and initially filled with grease for horizontal motors, vertical motors per manufacturer’s standard design. c. Bearings and lubrication suitable for ambient temperature and temperature rise. d. Suitable for intended application and have ABMA L-10 rating life of 60,000 hours or more. e. Fit bearings with easily accessible grease supply, flush, drain, and relief fittings using extension tubes where necessary. f. Where specified in the equipment Specifications, provide split-sleeve type hydrodynamic radial bearings. Provide a bearing isolator to protect bearings from contaminants. 13. Insulation systems: a. Motors installed in ambient temperatures 40 degrees Celsius or less: 1) Provide Class F insulation. 2) Design temperature rise consistent with Class B insulation. 3) Rated to operate at an ambient temperature of 40 degrees Celsius at the altitude where the motor will be installed. 14. Motor leads: a. Insulated leads with non-wicking, non-hydroscopic material. Class F insulation. 15. Noise: a. Maximum operating noise level in accordance with NEMA MG-1. 2.06 COMPONENTS (NOT USED) 2.07 ACCESSORIES 2.08 MIXES (NOT USED) 2.09 FABRICATION (NOT USED) 2.10 FINISHES (NOT USED) 2.11 SOURCE QUALITY CONTROL (NOT USED) PART 3 EXECUTION 3.01 EXAMINATION (NOT USED) 3.02 PREPARATION (NOT USED) Page 24 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 January 2018 - DRAFT 26_05_09-6 10811A10 pw://Carollo/Documents/Client/CO/Fort Collins (Wastewater)/10811A10 Digester Recirculation Pump Design/Specifications/26_05_09 (FRS-90) 3.03 INSTALLATION A. As specified in Section 26_05_00. B. Install motors in accordance with manufacturer's instructions. 3.04 ERECTION, INSTALLATION, APPLICATION, CONSTRUCTION (NOT USED) 3.05 REPAIR/RESTORATION (NOT USED) 3.06 RE-INSTALLATION (NOT USED) 3.07 COMMISSIONING AND PROCESS START-UP A. As specified in Section 01_75_17. B. Factory testing: 1. Motors less than 250 horsepower: a. Perform manufacturer’s standard production tests including but not limited to: 1) No load current. 2) High potential test. 3) Winding resistance. b. Furnish copies of standard test reports on prototype or identical units. 3.08 FIELD QUALITY CONTROL A. As specified in Section 26_05_00. B. Before start-up, perform insulation resistance test on each motor furnished or installed on this project: 1. Windings energized to 1,000 volts DC for 1 minute. 2. Resistance measured at the end of the test, recorded, and submitted to the Engineer for review. 3. Inform the Engineer of any unusual or unacceptable test results. 4. This test is in addition to the acceptance tests in Section 26_08_50. 3.09 ADJUSTING (NOT USED) 3.10 CLEANING (NOT USED) 3.11 PROTECTION A. As specified in Section 26_05_00. END OF SECTION Page 25 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 January 2018 - DRAFT 26_05_09-7 10811A10 pw://Carollo/Documents/Client/CO/Fort Collins (Wastewater)/10811A10 Digester Recirculation Pump Design/Specifications/26_05_09 (FRS-90) MOTOR DATA SHEET MOTOR/ EQUIPMENT TAG MOTOR NUMBER SPECIFICATION NUMBER OF DRIVEN MACHINE MOTOR NAMEPLATE DATA MANUFACTURER MODEL/SERIES MODEL NO. FRAME ENCLOSURE NEMA DESIGN HP SERVICE FACTOR RPM INSULATION CLASS VOLTS FULL LOAD AMPS AMBIENT TEMP PHASE NO LOAD AMPS DESIGN TEMP RISE HERTZ LOCK ROTOR AMPS INRUSH CODE LETTER 100% LOAD 75% LOAD 50% LOAD GUARANTEED MINIMUM EFFICIENCIES: GUARANTEED MINIMUM POWER FACTOR: MAXIMUM SIZE OF POWER FACTOR CORRECTION CAPACITOR: KVAR ACCESSORIES MOTOR WINDING HEATER VOLTS WATTS WINDING THERMAL PROTECTION WINDING TEMP SWITCHES (YES/NO) RTD: TYPE QUANTITY PER PHASE # OF WIRES NOMINAL RESISTANCE NOMINAL TEMP COEFFICIENT RECOMMENDED ALARM DEGREES CELSIUS RECOMMENDED TRIP DEGREES CELSIUS SPECIAL APPLICATIONS INVERTER DUTY* (YES/NO) PART WINDING (YES/NO) WYE - DELTA (YES/NO) 2 SPEED, 1 WINDING (YES/NO) 2 SPEED, 2 WINDING (YES/NO) AREA CLASSIFICATION: CLASS DIVISION GROUP TEMP CODE * Conforms to NEMA MG-1 Part 31. Page 26 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 Page 27 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 January 2018 - DRAFT 40_05_65.24-1 10811A10 pw://Carollo/Documents/Client/CO/Fort Collins (Wastewater)/10811A10 Digester Recirculation Pump Design/Specifications/40_05_65.24 (FRS-90) SECTION 40_05_65.24 CHECK VALVES PART 1 GENERAL 1.01 SUMMARY A. Section includes: Check valves. B. As specified in Section 40_05_51.01. C. Related sections: 1. Section 01_33_00 - Submittal Procedures. 2. Section 01_75_17 - Commissioning. 3. Section 01_78_36 - Warranties and Bonds. 4. Section 09_96_01 - High-Performance Coatings. 5. Section 40_05_51.01 - Common Work Results for Valves. 1.02 REFERENCES A. American Society of Mechanical Engineers (ASME): 1. B16.1 - Gray Iron Pipe Flanges and Flanged Fittings: Classes 25, 125, and 250. 2. B16.5 - Pipe Flanges and Flanged Fittings: NPS 1/2 through NPS 24 Inch Standard. B. American Water Works Association (AWWA): 1. C508 - Standard for Swing-Check Valves for Waterworks Service 2 Inch Through 24 Inch (50-mm Through 600-mm) NPS. C. ASTM International (ASTM): 1. A126 - Standard Specification for Gray Iron Castings for Valves, Flanges, and Pipe Fittings. 2. A313 - Standard Specification for Stainless Steel Spring Wire. 3. A536 - Standard Specification for Ductile Iron Castings. 4. B582 - Standard Specification for Nickel-Chromium-Iron-Molybdenum-Copper Alloy Plate, Sheet, and Strip. 5. B584 - Standard Specification for Copper Alloy Sand Castings for General Applications. 1.03 SYSTEM DESCRIPTION A. Design requirements: 1. Check valves suitable for service as follows: a. In either horizontal or vertical position. b. Suitable for service working pressures up to 150 pounds per square inch gauge. Page 28 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 January 2018 - DRAFT 40_05_65.24-2 10811A10 pw://Carollo/Documents/Client/CO/Fort Collins (Wastewater)/10811A10 Digester Recirculation Pump Design/Specifications/40_05_65.24 (FRS-90) 1.04 SUBMITTALS A. Submit as specified in Section 01_33_00. B. Product data: As specified in Section 40_05_51.01 - Common Work Results for Valves. C. Commissioning submittals: 1. Provide Manufacturer’s Certificate of Installation and Functionality Compliance as specified in Section 01_75_17. 1.05 WARRANTY A. Provide warranty as specified in Section 01_78_36. PART 2 PRODUCTS A. Valves 4 inches through 24 inches: 1. Manufacturers: One of the following or equal: a. Kennedy, Figure 106LW or M&H, Model 159. b. Mueller Co., Model A-2600. c. APCO Model 250. d. Crispin SWL Series. 2. Valve design: a. In accordance with AWWA C508. b. Constructed to permit top entry and removal of internal components without removing the valve. c. Equipped with outside lever and weight. d. Suitable for upwards vertical flow. 3. Materials: a. Body: Cast iron, ASTM A126 Class B or ASTM A536 Grade 65-45-12 Ductile Iron. b. Disc: 1) Valve disc shall be ASTM A126 cast iron, ASTM A536 ductile iron, or ASTM B584 bronze. 2) 4-inch valves: Bronze or stainless steel rings and seats. 3) 6 inches and larger valves: Bronze-faced or stainless steel rings and seats. 4) Rubber seat Buna-N or EPDM. c. Hinge pins: Stainless steel. d. Interior Lining: Interior of valves shall be glass lined at 8 to 12 mils thickness, covering the entire interior of valve body and stopping at the flange faces. Page 29 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 January 2018 - DRAFT 40_05_65.24-3 10811A10 pw://Carollo/Documents/Client/CO/Fort Collins (Wastewater)/10811A10 Digester Recirculation Pump Design/Specifications/40_05_65.24 (FRS-90) PART 3 EXECUTION 3.01 FIELD APPLIED COATING OF VALVE EXTERIOR A. Match color and be compatible with manufacturer’s coating system and as specified in Section 09_96_01. 1. When shop applied finish coating matches field applied coating on adjacent piping, touch up shop coating in damaged areas in accordance with instructions recommended by the paint manufacturer. 2. When shop applied coating does not match field coating on adjacent piping, or when damage has occurred to the shop applied coating that requires more than touchup, blast clean valve surfaces or utilize other surface preparation recommended by the manufacturer of the coating material and apply the coating system used for coating adjacent piping. 3.02 COMMISSIONING A. As specified in Section 01_75_17 and this Section. B. Manufacturer services: 1. Provide certificates: a. Manufacturer's Certificate of Installation and Functionality Compliance. C. Functional testing: 1. Valves: a. Test witnessing: Witnessed. b. Conduct pressure and leak test, as specified in Section 40_05_51.01. END OF SECTION Page 30 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 Page 31 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 January 2018 - DRAFT 43_23_13.37-1 10811A10 pw://Carollo/Documents/Client/CO/Fort Collins (Wastewater)/10811A10 Digester Recirculation Pump Design/Specifications/43_23_13.37 (FRS-90) SECTION 43_23_13.37 HORIZONTAL CHOPPER CENTRIFUGAL PUMPS PART 1 GENERAL 1.01 SUMMARY A. Section includes: Horizontal, dry pit, flexibly coupled, centrifugal chopper pump with drivers and features as specified. B. Tag numbers: As specified in Pump Schedule. C. Related sections: 1. Section 01_33_00 - Submittal Procedures 2. Section 01_60_00 - Product Requirements. 3. Section 01_75_17 - Commissioning. 4. Section 01_78_23 - Operation and Maintenance Data. 5. Section 01_78_36 - Warranties and Bonds. 6. Section 05_05_24 - Mechanical Anchoring and Fastening to Concrete and Masonry. 7. Section 26_05_09 - Low Voltage Motors up to 500 Horsepower 8. Section 46_05_10 - Common Work Results for Mechanical Equipment. 9. Section 46_05_94 - Mechanical Equipment Testing. 1.02 REFERENCES A. American Bearing Manufacturers Association (ABMA): 1. 9 - Load Ratings and Fatigue Life for Ball Bearings. 2. 11 - Load Ratings and Fatigue Life for Roller Bearings. B. American Society of Mechanical Engineers (ASME): 1. B16.1 - Cast Iron Pipe Flanges and Flanged Fittings, Class 25, 125, and 250. C. ASTM International (ASTM): 1. A48 - Standard Specification for Gray Iron Castings. 2. A108 - Standard Specification for Steel Bar, Carbon and Alloy, Cold-Finished. 3. A148 - Standard Specification for Steel Castings, High Strength, for Structural Purposes. 4. A276 - Standard Specification for Stainless Steel Bars and Shapes. 5. A536 - Standard Specification for Ductile Iron Castings. 6. A582 - Standard Specification for Free-Machining Stainless Steel Bars. 7. E10 - Standard Test Method for Brinell Hardness of Metallic Materials. D. Hydraulic Institute (HI): 1. 1.1-1.2 - Rotodynamic (Centrifugal) Pumps for Nomenclature and Definitions. 2. 1.3 - Rotodynamic (Centrifugal) Pumps for Design and Application. 3. 1.4 - Rotodynamic (Centrifugal) Pumps for Manuals Describing Installation, Operation, and Maintenance. 4. 9.1-9.5 - Pumps - General Guidelines for Types, Definitions, Application, Sound Measurement and Decontamination. Page 32 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 January 2018 - DRAFT 43_23_13.37-2 10811A10 pw://Carollo/Documents/Client/CO/Fort Collins (Wastewater)/10811A10 Digester Recirculation Pump Design/Specifications/43_23_13.37 (FRS-90) 1.03 DEFINITIONS A. Pump head (total dynamic head, TDH), flow capacity, pump efficiency, net positive suction head available (NPSHa), and net positive suction head required (NPSHr): As defined in HI 1.1-1.2, 1.3, and 9.1-9.5 and as modified in the Section. B. Suction head: Gauge pressure available at pump intake flange or bell in feet of fluid above atmospheric; average when using multiple suction pressure taps, regardless of variation in individual taps. C. Tolerances: In accordance with HI 1.1-1.2, 1.3, 1.4, and 9.1-9.5, unless specified more restrictively. 1.04 SYSTEM DESCRIPTION A. Chopper centrifugal pumps with components: Pump, driver, motors, and drive arrangements as specified or as scheduled with shafts, seals or packing, couplings, or belts, base plates or pedestals, guards, supports, anchor bolts, necessary valves, gauges, taps, lifting eyes, stands, and other items as required for a complete and operational system. B. Chopping/maceration of materials shall be accomplished by the action of the cupped and sharpened leading edges of the impeller blades moving across the cutter box at the intake opening. C. The pumps shall be capable of continuous operation while pumping sludge containing up to 6 percent solids with heavy rags, plastics, grease, hair, grit, and other stringy fibrous material. D. Product requirements as specified in Section 01_60_00 Section 46_05_10. 1.05 SUBMITTAL A. Submit as specified in Section 01_33_00. B. Product data: As specified in Section 46_05_10: 1. Certifications: Submit Certification of Rockwell C Hardness for cutter bars and impeller. C. Shop drawings: As specified in Section 46_05_10. D. Calculations: As specified in Section 46_05_10. E. Vendor operation and maintenance manuals: As specified in Section 01_78_23. F. Commissioning submittals: 1. Provide Manufacturer’s Certificate of Source Testing as specified in Section 01_75_17. 2. Provide Manufacturer’s Certificate of Installation and Functionality Compliance as specified in Section 01_75_17. Page 33 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 January 2018 - DRAFT 43_23_13.37-3 10811A10 pw://Carollo/Documents/Client/CO/Fort Collins (Wastewater)/10811A10 Digester Recirculation Pump Design/Specifications/43_23_13.37 (FRS-90) 1.06 WARRANTY A. As specified in Section 01_78_36. PART 2 PRODUCTS 2.01 MANUFACTURERS A. One of the following or equal: 1. Vaughan Co., Inc. 2. Wemco Pumps, Model CF. 3. Hayward Gordon Ltd. 4. Fairbanks Morse. 2.02 MATERIALS A. General: Materials in the Pump Schedule shall be the type and grade as specified in this Section. B. Cast iron: ASTM A48, Class 30 minimum. C. Ductile iron: ASTM A536. D. Cast steel: ASTM A148, Grade 90 - 60; minimum Rockwell C hardness number as scheduled. E. Steel: ASTM A108, Grade as scheduled. F. 316 Stainless: ASTM A276, Type 316 stainless steel; nickel - chrome - boron coating as scheduled. G. 420F Stainless: ASTM A582, Type 420 Stainless Steel. 2.03 GENERAL PUMP CONSTRUCTION A. Type: Industrial (heavy) duty chopper centrifugal pumps. B. Other requirements: 1. Vibration: Per HI 9.6.4. Rotordynamic Pumps for Vibration Measurements and Allowable Values, articles pertaining to solids handling non-clog pumps. 2.04 PUMP CASINGS A. Material: As scheduled. B. Provide a single piece casing with integrally cast discharge flange. C. Design to withstand a design working pressure not less than 1.10 times the maximum shutoff total dynamic head with the maximum diameter impeller at the maximum operating speed plus the maximum suction static head. Page 34 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 January 2018 - DRAFT 43_23_13.37-4 10811A10 pw://Carollo/Documents/Client/CO/Fort Collins (Wastewater)/10811A10 Digester Recirculation Pump Design/Specifications/43_23_13.37 (FRS-90) D. Design to withstand a 5-minute hydrostatic test pressure not less than 1.5 times the design working pressure. E. Provide suction and discharge flanges with ASME B16.1 Class 125 bolt patterns. F. Provide a cast cleanout to permit inspection and cleaning of the pump suction area. 1. The cleanout shall have a bolted cover with inner contour that matches contour of suction piece. G. Provide casings with both 1/4-inch NPT high point vent and 1 inch low point drain taps on suction side; install pipe nipples with threaded gate valves. H. Provide 1/4-inch NPT taps for pressure gauges on the suction and discharge flanges. 2.05 BACK PLATES A. Material: As scheduled. B. The back pullout plate shall be a separate component part and shall allow removal of the pump components from above the casing. C. The back pullout plate shall allow external adjustment of the impeller to cutter bar clearance. D. The pump shall include a rear cutting mechanism designed to cut against the pump out vanes and the impeller hub, reducing and removing stringy materials from the mechanical seal. 2.06 CUTTER BAR A. Material: As scheduled. B. Design cutter bar plate to prevent blockage of intake and binding of debris at the shaft and impeller vanes. C. Cutter bar shall be replaceable without replacement of the suction flange or suction plate. 1. Cutter bars, which are integral to the suction flange, or suction plate are not acceptable. 2.07 IMPELLERS A. Material: As scheduled. B. Type: Single-passage, semi-open chopper-centrifugal impeller with smooth water passages to reduce clogging by rags, stringy or fibrous materials on impellers or shafting. C. Provide static, dynamic, and hydraulic balance of impeller and complete rotating element. Page 35 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 January 2018 - DRAFT 43_23_13.37-5 10811A10 pw://Carollo/Documents/Client/CO/Fort Collins (Wastewater)/10811A10 Digester Recirculation Pump Design/Specifications/43_23_13.37 (FRS-90) D. Impeller cutter nut: As scheduled. E. Provide for external adjustment of impeller to cutter bar clearances without pump disassembly or disturbances of suction or discharge piping. 2.08 PUMP SHAFTS A. Material: 1. As scheduled. 2. Hard faced or with hardened sleeve where shafts pass through bearings. Harden to 550 Brinell hardness number minimum per ASTM E10. 3. If mechanical seals are scheduled and mechanical seals cannot be installed on hardened shaft, shaft is not to be hardened in the mechanical seal area. 4. If sleeve provided, sleeve to be renewable and key locked in place. B. Strength: Able to withstand minimum 1.5 times maximum operating torque and other loads. C. Resonant frequency: As specified in Sections 46_05_10 and 46_05_94 - Mechanical Equipment Testing. D. Deflection: Maximum 0.002 inches under operating conditions. E. Impeller attachment: Readily removable without use of special tools. F. Shaft seal type: 1. Mechanical seals: Provide scheduled seal type meeting the following requirements: a. Balanced hydraulically. b. Spring: Stationary, out of pumping fluid, Hastelloy C or Elgiloy 17-7 PH stainless steel for split seals. c. O-Ring: Viton 747. d. Set screws: Type 316 Stainless Steel. e. Faces: Reaction bonded Silicon Carbide, Tungsten Carbide. 2.09 BEARINGS AND BEARING FRAME A. Bearing type: Back-to-back mounted single-row angular contact ball bearing and radial bearings, self-aligning spherical roller type radial bearings, angular contact ball type, or tapered roller for thrust bearings. B. Bearing lubrication: As scheduled. C. Bearing life: Minimum L10 life of 100,000 hours at rated design point or 24,000 hours in accordance with ABMA 9 or 11 at bearing design load imposed by pump shutoff with maximum sized impeller at rated speed, whichever provides longest bearing life in intended service. D. Pump bearing frames: 1. Material: As scheduled. 2. Provide a 1-piece rigid construction with bearing housing. Page 36 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 January 2018 - DRAFT 43_23_13.37-6 10811A10 pw://Carollo/Documents/Client/CO/Fort Collins (Wastewater)/10811A10 Digester Recirculation Pump Design/Specifications/43_23_13.37 (FRS-90) 2.10 COUPLINGS A. Type: As scheduled and specified in Section 46_05_10. B. Design coupling to withstand a minimum of 1.5 times the maximum operating torque and other imposed loads. 2.11 SUPPORTS, PEDESTALS, AND BASEPLATES A. Pump base: Design a minimum 3/8-inch fabricated structural steel base and support system for the drive arrangement scheduled and as schematically indicated on the Drawings. B. Pump, driver, and bearing support strength: Able to withstand minimum 1.5 times maximum imposed operating loads or imposed seismic loads, whichever is greater. C. Configuration: Allow easy access to stuffing boxes, bearing frames, and couplings. D. Anchor bolts: As specified in Section 05_05_24. 2.12 EQUIPMENT GUARDS A. Provide safety guards as specified in Section 46_05_10. 2.13 DRIVERS A. Horsepower: 1. As scheduled. 2. Listed driver horsepower is the minimum to be supplied. a. Increase driver horsepower if required to prevent driver overload while operating at any point of the supplied pump operating head-flow curve including runout. b. When scheduled driver is a motor, increase motor horsepower if required to prevent operation in the service factor. c. Make all structural, mechanical, and electrical changes required to accommodate increased horsepower. B. Motors: Provide motors as specified in Section 26_05_09 and as specified in this Section: 1. Revolutions per minute: As scheduled: 2. Enclosure: As scheduled. 3. Electrical characteristics: As scheduled. 4. Efficiency, service factor, insulation, and other motor characteristics: As specified in Section 26_05_09. 5. Motor accessories: As specified in Section 26_05_09 and in this Section. Page 37 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 January 2018 - DRAFT 43_23_13.37-7 10811A10 pw://Carollo/Documents/Client/CO/Fort Collins (Wastewater)/10811A10 Digester Recirculation Pump Design/Specifications/43_23_13.37 (FRS-90) 2.14 SPARE PARTS AND SPECIAL TOOLS A. Spare parts: Deliver the following as specified in Section 01_60_00: 1. Mechanical seal: 1 complete seal assembly for each type supplied. 2. Pump bearings: 1 set of radial and 1 set of thrust bearings. 3. Impeller cutter bar: 1 set. B. Special tools: Provide 1 set of all special tools required for complete assembly or disassembly of all the pump system components. PART 3 EXECUTION 3.01 COMMISSIONING A. As specified in Section 01_75_17 and this Section. B. Manufacturer services: 1. Provide certificates: a. Manufacturer’s Certificate of Source Testing. b. Manufacturer’s Certificate of Installation and Functionality Compliance. 2. Manufacturer’s Representative onsite requirements: a. Installation and Functional testing: 4 trips, 1-day minimum each. 3. Training: a. Maintenance and Operation: Minimum 4 hours per session, 2 sessions. b. May be combined with Installation and Functional Test trips with Owner's approval. 4. Process operational period: a. As required by Owner or Contractor. C. Source testing: As specified in Pump Schedule. D. Functional testing: As specified in Pump Schedule. 3.02 PUMP SCHEDULE Tag Numbers DCP611, DCP612, DCP613, DCP614 General Characteristics Service Digested Sludge Quantity 4 First Named Manufacturer’s Model Number Model HE4K Maximum Noise, dBA at 3 feet 85 Torsional Analysis Not Required Minimum Pumped Fluid degrees Fahrenheit 65 Normal Pumped Fluid degrees Fahrenheit 80 Maximum Pumped Fluid degrees Fahrenheit 95 Page 38 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 January 2018 - DRAFT 43_23_13.37-8 10811A10 pw://Carollo/Documents/Client/CO/Fort Collins (Wastewater)/10811A10 Digester Recirculation Pump Design/Specifications/43_23_13.37 (FRS-90) Tag Numbers DCP611, DCP612, DCP613, DCP614 Pump Characteristics Impeller Semi-open with chopper Impeller Bearing Lubrication Oil or Grease Shaft Seal Type Flushless Mechanical Coupling Type Flexible Speed Control Fixed Maximum Pump revolutions per minute 1,170 Minimum Pump revolutions per minute 1,170 Rated Design Point: Flow, gallons per minute 150 Head, feet 15 Min. Efficiency, percent 35% Other Conditions: Max. Shut Off Head, feet 25 Max. NPSHr at Every Specified Flow, feet 15 Min. NPSHa at Every Specified Flow, feet 35 Min. Suction Static Head, feet 10 Max. Suction Static Head, feet 22 Pump Materials Pump Casing Ductile Iron or Cast Iron Impeller Cast Steel, 60 Rockwell C Impeller Cutter Nut Cast Steel, 60 Rockwell C Cutter Bar T-1 Alloy Steel or Cast Steel, 60 Rockwell C Shaft Steel, Grade 4140 Shaft Sleeve 316 Stainless Stuffing Box None Pump Bearing Frame Cast Iron Nuts and Bolts 316 Stainless Page 39 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 January 2018 - DRAFT 43_23_13.37-9 10811A10 pw://Carollo/Documents/Client/CO/Fort Collins (Wastewater)/10811A10 Digester Recirculation Pump Design/Specifications/43_23_13.37 (FRS-90) Tag Numbers DCP611, DCP612, DCP613, DCP614 Driver Characteristics Driver Type Motor Drive Arrangement Horizontally Coupled Non-reverse Ratchets None Minimum Driver Horsepower 5 Maximum Driver Speed, rotations per minute 1,170 Motor Characteristics Inverter Duty Rated No Motor Voltage/Phases/Hertz 460/3/60 Enclosure Type TEFC, Class I - Div. 2 Source Testing Test Witnessing Not Witnessed Performance Test Level None Vibration Test Level None Functional Testing Performance Test Level 1 Vibration Test Level 1 END OF SECTION Page 40 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 Page 41 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 Utilities Work Order – Construction Form Official Purchasing Form Last updated 10/2017 SECTION 00530 WORK ORDER NOTICE TO PROCEED NOTICE TO PROCEED DATE: WORK ORDER TITLE: DWRF Digester Circulation Pumps Replacement - Construction WORK ORDER NUMBER: H-WRF-2018-09 TO: Hydro Construction, Inc. 77 NW Frontage Road Fort Collins, CO 80524 This notice is to advise you: That the Work Order and all amendments and supplements to the Work Order Documents covering the above described Work have been fully executed by the CONTRACTOR and the OWNER. That the required CONTRACTOR's Performance and Payment Bonds and insurance have been received by the OWNER. That the OWNER has approved the said Work Order and Work Order Documents. Therefore, as the CONTRACTOR for the above described Work, you are hereby authorized and directed to proceed within ( ) calendar days from receipt of this notice as required by the Work Order and the AGREEMENT. The dates for Substantial Completion and Final Acceptance shall be , and , respectively. Dated this _____________ day of ___________, _____. CITY OF FORT COLLINS (OWNER) By: Name, Title ACKNOWLEDGMENT OF NOTICE Receipt of the above Work Order Notice to Proceed is hereby acknowledged this Day day of Month, Year. (CONTRACTOR) By: ___________________________________________ Name, Title Page 42 of 66 Page 42 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 Utilities Work Order – Construction Form Official Purchasing Form Last updated 10/2017 SECTION 00600 BONDS AND CERTIFICATES 00610 Performance Bond 00615 Payment Bond 00630 Certificate of Insurance 00635 Certificate of Substantial Completion 00640 Certificate of Final Acceptance 00650 Lien Waiver Release (CONTRACTOR) 00651 Lien Waiver Release (SUBCONTRACTOR) 00660 Consent of Surety 00670 Application for Exemption Certificate Page 43 of 66 Page 43 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 Utilities Work Order – Construction Form Official Purchasing Form Last updated 10/2017 SECTION 00610 PERFORMANCE BOND Bond No __ KNOW ALL MEN BY THESE PRESENTS: that Hydro Construction, Inc. 77 NW Frontage Road Fort Collins, CO 80524 (an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal" and (Firm) (Address) hereinafter referred to as "the Surety", are held and firmly bound unto City of Fort Collins, 300 LaPorte Ave, Fort Collins, Colorado 80522 a (Municipal Corporation) hereinafter referred to as the "OWNER", in the penal sum of ($ ) in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, successors and assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a certain Master Agreement with the OWNER, dated the Day day of Month, Year, a copy of which is hereto attached and made a part hereof, for the performance of The City of Fort Collins Work Order, titled Work Order Project Title, Work Order Number PM's Tracking #, dated Work Order Date, a copy of which is hereto attached and made a part hereof. NOW, THEREFORE, if the Principal shall well, truly and faithfully perform its duties, all the undertakings, covenants, terms, conditions and agreements of said Work Order and Master Agreement during the original term thereof, and any extensions thereof which may be granted by the OWNER, with or without Notice to the Surety and during the life of the guaranty period, and if the Principal shall satisfy all claims and demands incurred under such Work Order and Master Agreement, and shall fully indemnify and save harmless the OWNER from all cost and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the OWNER all outlay and expense which the OWNER may incur in making good any default, then this obligation shall be void; otherwise to remain in full force and effect. PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Work Order and Master Agreement or to the Work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligation on this bond; and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Work Order and Master Agreement or to the Work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. Page 44 of 66 Page 44 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 Utilities Work Order – Construction Form Official Purchasing Form Last updated 10/2017 IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this _____ day of ___________, _____. IN PRESENCE OF: Principal (Title) (Title) (Corporate Seal) (Address) IN PRESENCE OF: Other Partners _____________________________ By: _____________________________ By: IN PRESENCE OF: Surety _____________________________ By: _____________________________ (Address) (Surety Seal) NOTE: Date of Bond must not be prior to date of Work Order. If CONTRACTOR is Partnership, all partners should execute Bond. Page 45 of 66 Page 45 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 Utilities Work Order – Construction Form Official Purchasing Form Last updated 10/2017 SECTION 00615 PAYMENT BOND Bond No __ KNOW ALL MEN BY THESE PRESENTS: that Hydro Construction, Inc. 77 NW Frontage Road Fort Collins, CO 80524 (an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal" and (Firm) (Address) hereinafter referred to as "the Surety", are held and firmly bound unto City of Fort Collins, 300 LaPorte Ave, Fort Collins, Colorado 80522 a (Municipal Corporation) hereinafter referred to as the "OWNER", in the penal sum of ($ ) in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, successors and assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a certain Master Agreement with the OWNER, dated the Day day of Month, Year, a copy of which is hereto attached and made a part hereof, for the performance of The City of Fort Collins Work Order, titled Work Order Project Title, Work Order Number PM's Tracking #, dated Work Order Date, a copy of which is hereto attached and made a part hereof. NOW, THEREFORE, if the Principal shall make payment to all persons, firms, subcontractors, and corporations furnishing materials for or performing labor in the prosecution of the Work provided for in such Work Order and Master Agreement and any authorized extension or modification thereof, including all amounts due for materials, lubricants, repairs on machinery, equipment and tools, consumed, rented or used in connection with the construction of such Work, and all insurance premiums on said Work, and for all labor, performed in such Work whether by subcontractor or otherwise, then this obligation shall be void; otherwise to remain in full force and effect. PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Work Order and Master Agreement or to the Work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligation on this bond; and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Work Order and Master Agreement or to the Work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. Page 46 of 66 Page 46 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 Utilities Work Order – Construction Form Official Purchasing Form Last updated 10/2017 IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this _____ day of ___________, _____. IN PRESENCE OF: Principal (Title) (Title) (Corporate Seal) (Address) IN PRESENCE OF: Other Partners _____________________________ By: _____________________________ By: IN PRESENCE OF: Surety _____________________________ By: _____________________________ (Address) (Surety Seal) NOTE: Date of Bond must not be prior to date of Work Order. If CONTRACTOR is Partnership, all partners should execute Bond. Page 47 of 66 Page 47 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 Utilities Work Order – Construction Form Official Purchasing Form Last updated 10/2017 SECTION 00630 CERTIFICATE OF INSURANCE CONTRACTOR shall submit Certificate of Insurance in compliance with the Work Order Documents. Page 48 of 66 Page 48 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 Utilities Work Order – Construction Form Official Purchasing Form Last updated 10/2017 SECTION 00635 CERTIFICATE OF SUBSTANTIAL COMPLETION TO: CITY OF FORT COLLINS (OWNER) PROJECT TITLE: DWRF Digester Circulation Pumps Replacement - Construction DATE OF SUBSTANTIAL COMPLETION: LOCATION: Fort Collins, Colorado OWNER: City of Fort Collins PROJECT OR SPECIFIED PART SHALL CONTRACTOR: Hydro Construction, Inc. INCLUDE: WORK ORDER DATE: The Work performed under this Work Order, pursuant to the Work Order Documents, has been inspected by authorized representatives of the OWNER, CONTRACTOR, and the ENGINEER and the project (or specified part of the project, as indicated above) is hereby declared to be substantially completed on the above date. A tentative list of items to be completed or corrected is appended hereto. This list may not be exhaustive, and the failure to include an item on it does not alter the responsibility of the CONTRACTOR to complete all the Work in accordance with the Work Order Documents. _____________________________ By: __________________________ ________ PROJECT MANAGER AUTHORIZED REPRESENTATIVE DATE The CONTRACTOR accepts the above Certificate of Substantial Completion and agrees to complete and correct the items on the tentative list within the time indicated. _____________________________ By: __________________________ ________ CONTRACTOR AUTHORIZED REPRESENTATIVE DATE The OWNER accepts the project or specified area of the project as substantially complete and will assume full possession of the project or specified area of the project at 12:01 a.m., on . The responsibility for heat, utilities, security, and insurance under the Work Order Documents shall be as set forth under "Remarks" below. CITY OF FORT COLLINS ________ By: __________________________ ________ OWNER AUTHORIZED REPRESENTATIVE DATE REMARKS: _________________________________________________________________ ____________________________________________________________________________ Page 49 of 66 Page 49 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 Utilities Work Order – Construction Form Official Purchasing Form Last updated 10/2017 ____________________________________________________________________________ SECTION 00640 CERTIFICATE OF FINAL ACCEPTANCE DATE: TO: You are hereby notified that on the Day day of Month, Year, the City of Fort Collins, Colorado, has accepted the Work completed by Contractor Company Name, for the City of Fort Collins Work Order, titled Project Title, Work Order Number PM's Tracking #. Your continuing obligations and guarantees for the Project will be as provided in the Work Order and Work Order Documents. Sincerely, City of Fort Collins OWNER By: ___________________________________________ ___________________________________________ Name, Title Page 50 of 66 Page 50 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 Utilities Work Order – Construction Form Official Purchasing Form Last updated 10/2017 SECTION 00650 LIEN WAIVER RELEASE (CONTRACTOR) TO: City of Fort Collins, Colorado (OWNER) FROM: Hydro Construction, Inc. (CONTRACTOR) WORK ORDER TITLE: DWRF Digester Circulation Pumps Replacement - Construction WORK ORDER NUMBER: H-WRF-2018-09 1. The CONTRACTOR acknowledges having received payment, except retainage from the OWNER for all work, labor, skill and material furnished, delivered and performed by the CONTRACTOR for the OWNER or for anyone in the construction, design, improvement, alteration, addition or repair of the above described project. 2. In consideration of such payment and other good and valuable consideration, the receipt and adequacy of which are hereby acknowledged, the CONTRACTOR voluntarily waives all rights, claims and liens, including but not limited to, mechanic's liens, Miller Act claims (40 U.S.C.A. 270 a and b), stop notices, equitable liens and labor and material bond rights which the CONTRACTOR may now or may afterward have, claim or assert for all and any work, labor, skill or materials furnished, delivered or performed for the construction, design, improvement, alteration, addition or repair of the above described project, against the OWNER or its officers, agents, employees or assigns, against any fund of or in the possession or control of the OWNER, against the project or against all land and the buildings on and appurtenances to the land improved by the project. 3. The CONTRACTOR affirms that all work, labor and materials, furnished, delivered or performed to or for the construction, design, improvement, alteration, addition or repair of the project were furnished, delivered or performed by the CONTRACTOR or its agents, employees, and servants, or by and through the CONTRACTOR by various Subcontractors or materialmen or their agents, employees and servants and further affirms the same have been paid in full and have released in full any and all existing or possible future mechanic's liens or rights or claims against the project or any funds in the OWNER'S possession or control concerning the project or against the OWNER or its officers, agents, employees or assigns arising out of the project. 4. The CONTRACTOR agrees to defend and hold harmless the OWNER, the lender, if any, and the Surety on the project against and from any claim hereinafter made by the CONTRACTOR's Subcontractors, materialmen, employees, servants, agents or assigns against the project or against the OWNER or its officers, employees, agents or assigns arising out of the project for all loss, damage and costs, including reasonable attorneys fees, incurred as a result of such claims. 5. The parties acknowledge that the description of the project set forth above constitutes an adequate description of the property and improvements to which this Lien Waiver Release pertains. It is further acknowledged that this Lien Waiver Release is for the benefit of and Page 51 of 66 Page 51 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 Utilities Work Order – Construction Form Official Purchasing Form Last updated 10/2017 may be relied upon by the OWNER, the lender, if any, and Surety on any labor and material bonds for the project. Signed this ______ day of __________, ___. CONTRACTOR: Company Name By: ___________________________________________ ___________________________________________ Name, Title ATTEST: _____________________________ Secretary STATE OF COLORADO ) )ss. COUNTY OF LARIMER ) Subscribed and sworn to before me this _________ day of __________, _____, by ________________________________________________________________. Witness my hand and official seal. My Commission Expires: ___________________________. _________________________ Notary Public Page 52 of 66 Page 52 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 Utilities Work Order – Construction Form Official Purchasing Form Last updated 10/2017 SECTION 00650 LIEN WAIVER RELEASE (SUBCONTRACTOR) TO: City of Fort Collins, Colorado (OWNER) FROM: Hydro Construction, Inc. (CONTRACTOR) WORK ORDER TITLE: DWRF Digester Circulation Pumps Replacement - Construction WORK ORDER NUMBER: H-WRF-2018-09 1. The Subcontractor acknowledges having received payment from the CONTRACTOR for all work, labor, skill and material furnished, delivered and performed by the Subcontractor for the CONTRACTOR or for anyone in the construction, design, improvement, alteration, addition or repair of the above described project. 2. In consideration of such payment and other good and valuable consideration, the receipt and adequacy of which are hereby acknowledged, the Subcontractor voluntarily waives all rights, claims and liens, including but not limited to, mechanic's liens, Miller Act claims (40 U.S.C.A. 270 a and b), stop notices, equitable liens and labor and material bond rights which the Subcontractor may now or may afterward have, claim or assert for all and any work, labor, skill or materials furnished, delivered or performed for the construction, design, improvement, alteration, addition or repair of the above described project, against the CONTRACTOR or its officers, agents, employees or assigns, against the project or against all land and the buildings on and appurtenances to the land improved by the project. 3. The Subcontractor affirms that all work, labor and materials, furnished, delivered or performed to or for the construction, design, improvement, alteration, addition or repair of the project were furnished, delivered or performed by the Subcontractor or its agents, employees, and servants, or by and through the Subcontractor by various sub- subcontractors or materialmen or their agents, employees and servants, and further affirms the same have been paid in full and have released in full any and all existing or possible future mechanic's liens or rights or claims against the project or against the CONTRACTOR or its officers, agents, employees or assigns arising out of the project. 4. The Subcontractor agrees to defend and hold harmless the CONTRACTOR, the lender, if any, and the Surety on the project against and from any claim hereinafter made by the Subcontractor's sub-subcontractors, materialmen, employees, servants, agents or assigns against the project or against the CONTRACTOR or OWNER, lender or Surety or their officers, employees, agents or assigns arising out of the project for all loss, damage and costs, including reasonable attorneys fees, incurred as a result of such claims. 5. The parties acknowledge that the description of the project set forth above constitutes an adequate description of the property and improvements to which this Lien Waiver Release pertains. It is further acknowledged that this Lien Waiver Release is for the benefit of and may be relied upon by the CONTRACTOR, OWNER, the lender, if any, and Surety on any labor and material bonds for the project. Page 53 of 66 Page 53 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 Utilities Work Order – Construction Form Official Purchasing Form Last updated 10/2017 Signed this ______ day of _________, ___. SUBCONTRACTOR: By: ___________________________________________ ___________________________________________ Name, Title ATTEST: _____________________________ Secretary STATE OF COLORADO ) )ss. COUNTY OF LARIMER ) Subscribed and sworn to before me this _________ day of __________, _____, by __________________________________________________________________. Witness my hand and official seal. My Commission Expires: ___________________________. __________________________________ Notary Public Page 54 of 66 Page 54 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 Utilities Work Order – Construction Form Official Purchasing Form Last updated 10/2017 SECTION 00660 CONSENT OF SURETY TO: City of Fort Collins, Colorado (hereinafter referred to as the "OWNER") CONTRACTOR: Hydro Construction, Inc. TITLE: DWRF Digester Circulation Pumps Replacement - Construction WORK ORDER NUMBER: H-WRF-2018-09 WORK ORDER DATE: In accordance with the provisions of the Work Order and Master Agreement between the OWNER and the CONTRACTOR as indicated above, for the Work Order titled Work Order Project Title on bond of , (Surety) _______________________________________ hereby approves of the Final Payment to the CONTRACTOR, and agrees that Final Payment to the CONTRACTOR shall not relieve the Surety Company of any of its obligations to the OWNER, as set forth in the said Surety Company's Bond. IN WITNESS WHEREOF, the Surety Company has hereunto set its hand this _________ day of _________ _, _____. ____________________________________________ (Surety Company) By: ________________________________________ (Name) Attorney-in-Fact ATTACH: Power of Attorney and Certificate of Authority of Attorney(s)-in-Fact. Page 55 of 66 Page 55 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 Utilities Work Order – Construction Form Official Purchasing Form Last updated 10/2017 Page 56 of 66 Page 56 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 Utilities Work Order – Construction Form Official Purchasing Form Last updated 10/2017 Page 57 of 66 Page 57 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 Utilities Work Order – Construction Form Official Purchasing Form Last updated 10/2017 SECTION 00800 SUPPLEMENTARY CONDITIONS These Supplementary Conditions amend or supplement the General Conditions of the Construction Contract (EJCDC General Conditions 1910-8, 1990 edition, with City of Fort Collins Modifications, Rev. 9/94) and other provisions of the Work Order Documents as indicated below. SC-1 DEFINITIONS SC-1.38. Add the following language to the conclusion of paragraph 1.38 of the General Conditions: 1.38. Substantial Completion. .... Substantial Completion is further defined as that degree of completion of the operating facilities or systems of the Project defined in the Work Order sufficient to provide the OWNER the full time, uninterrupted, continuous, beneficial operation of the modifications, and all inspections required have been completed and identified conditions corrected. SC-1.43.A. Add the following new paragraph immediately after paragraph 1.43 of the General Conditions: 1.43.A. Work Order--A written document executed by OWNER and CONTRACTOR that provides for the construction of the Work, or a portion of the Work pursuant to the Master Agreement and all as required by the Work Order Documents, and that becomes a Work Order Document when executed. SC-2 PRELIMINARY MATTERS SC-2.8. Delete paragraph 2.8 of the General Conditions entirely and replace it with the following paragraph: 2.8. Preconstruction Conference. Within ten days after the Work Order Times for a Work Order start to run, but before any Work at the site is started, a conference attended by CONTRACTOR, ENGINEER and others as appropriate will be held to establish a working relationship among the parties as to the Work and to discuss the schedules referred to in paragraph 2.6, procedures for handling Shop Drawings and other submittals, processing Applications for Payment, and maintaining required records. SC-2.10. Add the following new paragraph immediately after paragraph 2.9 of the General Conditions: 2.10. Work Order Required for All Work. References to the Master Agreement in this Article 2 and in the General and Supplementary Conditions and Work Order Documents notwithstanding, no Work shall be initiated or performed until CONTRACTOR has received a signed and executed Work Order, and the Notice to Proceed, from OWNER; and no provision of this Article 2 or of the General and Supplementary Conditions and Work Order Documents shall permit or require any action of CONTRACTOR in the absence of a signed and executed Work Order. All provisions of this Article 2 and of the General and Supplementary Conditions and Work Page 58 of 66 Page 58 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 Utilities Work Order – Construction Form Official Purchasing Form Last updated 10/2017 Order Documents referencing the Master Agreement or other parts of the Work Order Documents, or permitting or requiring any action of CONTRACTOR, shall be read as referencing and, as appropriate, requiring a signed and executed Work Order. SC-4 AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCE POINTS SC-4.2.1.2. Add the following new paragraph immediately following paragraph 4.2.1.2 of the General Conditions: 4.2.1.2.1. No drawing of physical conditions in or relating to existing surface or subsurface structures (except Underground Facilities referred to in paragraph 4.3) which are at or contiguous to the site have been utilized by the Engineer in preparation of the Work Order Documents, except the following: None SC-5 BONDS AND INSURANCE SC-5.4.7. Include the following parties or entities as additional insureds, as provided in paragraph 5.4.7 of the General Conditions: 5.4.7.1. City of Fort Collins, Colorado, PO Box 580, Fort Collins, CO 80522. 5.4.7.2. NA SC-5.4.8.1. Add the following new paragraph immediately following paragraph 5.4.8 of the General Conditions: 5.4.8.1. Limits of Liability. The limits of liability for the insurance required by the paragraph numbers of the General Conditions listed below are as follows: For Paragraphs 5.02.A.1 and 5.02.A.2: Coverage A - Statutory Limits; Coverage B - $100,000 / $100,000 / $500,000. For Paragraphs 5.02.A.3 and 5.02.A.5: The Commercial General Liability policy will have limits of $1,000,000 combined single limits (CSL). This policy will include coverage for Explosion, Collapse, and Underground coverage unless waived by the Owner. For Paragraph 5.02.A.6: The Comprehensive Automobile Liability Insurance policy will have limits of $1,000,000 combined single limits (CSL). For Paragraph 5.02.B.3: This policy will include completed operations coverage / product liability coverage with limits of $1,000,000 combined single limits (CSL). This policy shall also include an Umbrella Excess Liability as follows: General liability and automobile liability insurance in an amount not less than $1,000,000 per occurrence in excess of the above stated primary limits. Page 59 of 66 Page 59 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 Utilities Work Order – Construction Form Official Purchasing Form Last updated 10/2017 SC-6 CONTRACTOR’S RESPONSIBILITIES SC-6.14.3. Add the following new paragraph immediately after paragraph 6.14.2 of the General Conditions: 6.14.3. The following Laws or Regulations are included in the Work Order Documents as mandated by statute or for the convenience of the CONTRACTOR. Other Laws and Regulations apply which are not included herein, and are within the CONTRACTOR's duty and responsibility for compliance thereto: 6.14.3.1. Notice to owners of Underground Facilities is required prior to excavations in the vicinity of such facilities. 6.14.3.2. Unless otherwise decided by reason of the amount of the Work Order Price involved, or other good reason, before or at the time that the contract is awarded to a corporation outside the State of Colorado, such corporation must carry out the proper procedure to become authorized to do business in the State of Colorado, designate a place of business therein, and appoint an agent for service of process. Such corporation must furnish the OWNER with a certificate from the Secretary of State of Colorado has been issued by its office and there shall also be procured from the Colorado Secretary of State or certified copy of the designated of place of business and appointment of agent for service of process, or a letter from the Colorado Secretary of State that such designation of place of business and agent for service of process have been made. 6.14.3.3. The CONTRACTOR must conform to the rules and regulations of the Industrial Commission of Colorado. Particular reference is made to rules and regulations governing excavation Work adopted by the Industrial Commission of Colorado. SC-11 CHANGE OF CONTRACT PRICE SC-11.6.2.7. Add the following new paragraph to paragraph 11.6.2 of the General Conditions: 11.6.2.7. Cost of the Work. Allowances for profit, overhead and mark-up prescribed by the Master Agreement shall be used in lieu of any CONTRACTOR'S fee, overhead, profit or mark-up allowances as prescribed in paragraphs 11.6.2.1, 11.6.2.2, and 11.6.2.3. SC-12 CHANGE OF CONTRACT TIMES SC-12.3. Add the following language to the end of paragraph 12.3 of the General Conditions: 12.3. .... Lost days due to abnormal weather conditions will be allocated as required. SC-14 PAYMENTS TO CONTRACTOR AND COMPLETION SC-14.1. Add the following language to the end of paragraph 14.1 of the General Conditions: Page 60 of 66 Page 60 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 Utilities Work Order – Construction Form Official Purchasing Form Last updated 10/2017 14.1. Schedule of Values. .... Progress payments on the fixed fee shall be in proportion to the cumulative actual Cost of the Work as a percentage of the Allowable Cost of the Work. An amount not to exceed fifteen (15%) percent of the fixed fee shall be advanced to the Contractor for mobilization in the first progress payment. Page 61 of 66 Page 61 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 Utilities Work Order – Construction Form Official Purchasing Form Last updated 10/2017 SECTION 00900 ADDENDA, MODIFICATIONS AND PAYMENT 00950 Change Order 00960 Application for Payment Page 62 of 66 Page 62 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 Utilities Work Order – Construction Form Official Purchasing Form Last updated 10/2017 SECTION 00950 CHANGE ORDER NO. PROJECT TITLE: DWRF Digester Circulation Pumps Replacement - Construction CONTRACTOR: Hydro Construction WORK ORDER NUMBER: H-WRF-2018-09 PO NUMBER: DESCRIPTION: 1. Reason for Change: Why is the change required? 2. Description of Change: Provide description of the changes to the Work 3. Change in Work Order Price: 4. Change in Work Order Time: ORIGINAL WORK ORDER PRICE $ .00 TOTAL APPROVED CHANGE ORDER .00 TOTAL PENDING CHANGE ORDER .00 TOTAL THIS CHANGE ORDER .00 TOTAL % OF THIS CHANGE ORDER % TOTAL C.O.% OF ORIGINAL WORK ORDER % ADJUSTED WORK ORDER COST $ .00 CONTRACTOR: Company Name By: Date: Name: Title: ACCEPTED: Date: City PM Name, Title REVIEWED: Date: Name, Buyer or Senior Buyer ACCEPTED: Date: Name, Title ACCEPTED: Date: Gerry Paul, Purchasing Director (if greater than $60,000) Page 63 of 66 Page 63 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 Utilities Work Order – Construction Form Official Purchasing Form Last updated 10/2017 SECTION 00960 APPLICATION FOR PAYMENT PROJECT Page 1 of 1 OWNER: ENGINEERS: ADDRESS: NUMBER DATE AMOUNT $ - $ - $ - NUMBER DATE AMOUNT FUND OBJECT Amount Due this Pay Application (before retainage): $ - $ - 0.00% Payment of the above Amount Due This Application has been reviewed by the OWNER'S Project Manager BY: DATE: DATE: NAME & TITLE: BY: DATE: NAME & TITLE: Official Purchasing Form Last updated 10/2017 Net Change by Change Order: Change order %: Original Contract Amount Net Change by Change Order Revised Current Contract Amount Total Work Completed to Date: Total Stored to Date: CHANGE ORDERS PAY APPLICATION Application is made for Payment as shown below in connection with the Contract. The present status of the account for this Contract is as follows: CONTRACTOR: $ - $ - RETAINAGE $ -NumbersCharge $ - $ - Less Previous Payments: Total Completed and Stored Materials to Date: Less Retainage $ - $ - $ - AMOUNT DUE THIS APPLICATION: $ - The above Amount Due this Application is requested by the CONTRACTOR's Project Manager. BY: PO NUMBER ADDRESS: ADDRESS: APPLICATION NUMBER APPLICATION DATE PERIOD BEGINNING PERIOD ENDING PROJECT NUMBER Retainage to Date: NAME & TITLE: Total (after retainage): Payment of the above Amount Due This Application is approved by the OWNER. Utilities Work Order – Construction Form Official Purchasing Form Last updated 10/2017 Unit Price Total Quanitity Total Quantity Total Quantity Total 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 $ - $ - $ - $ - $ - 0.00% $ - $ - $ - $ - $ - 0.00% Official Purchasing Form Last Updated 10/2017 Total to Date Less Retention Change Orders to Date (see attached) $ - $ - CONTRACT SUMMARY Total Due Adjusted Contract Amount $ - Total Change Order Work to Date (see attached) Value of Work in Place Percent Complete Including Stored Materials Less Retention @ 10% up to 50% complete, 5% beyond 50% of Adjusted Contract Crosscheck Total Completed to Date Total Materials Remaining @ Site $ - $ - $ - Original Contract Amount Less Previous Billings $ - $ - $ - $ - Utilities Work Order – Construction Form Official Purchasing Form Last updated 10/2017 ATTACHMENT A DRAWING INDEX WORK ORDER # H-WRF-2018-09 WORK ORDER TITLE: DWRF Digester Circulation Pumps Replacement - Construction BY: Carollo Sheet Title Drawing Revision Date 1 G-01 TITLE SHEET 01/2018 (all) 2 GM-01 PIPE SCHEDULE AND DETAILS 3 M-DBD-01 DIGESTER BUILDING BASEMENT PLAN 4 M-DBD-02 DCP REPLACEMENT PLANS & SPECIFICATIONS 5 M-DBD-03 DCP REPLACEMENT PLANS & SPECIFICATIONS 6 ESD-M1221-01 MOTOR CONTROL CENTER MCC1221 ELEVATION 7 ESD-M1221-02 MOTOR CONTROL CENTER MCC1221 1-LINE DIAGRAM-I 8 ESD-M1221-03 MOTOR CONTROL CENTER MCC1221 1-LINE DIAGRAM-II 9 ESD-M1221-04 MOTOR CONTROL CENTER MCC1221 1-LINE DIAGRAM-III 10 GI-01 LEGEND 11 GI-02 WATER UTILITY P&ID TAG LEGEND 12 GI-03 P&ID PHYSICAL LOCATIONS 13 GI-04 SYMBOLS & ABBREVIATIONS – I 14 GI-05 SYMBOLS & ABBREVIATIONS – I 15 PI-DBD-09 DIGESTER CIRCULATION PUMP DCP611 & DCP612 15 PI-DBD-10 DIGESTER CIRCULATION PUMP DCP611 & DCP612 Page 66 of 66 Page 66 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 SECTION 00610 PERFORMANCE BOND Bond No _34BCSHU4611A KNOW ALL MEN BY THESE PRESENTS: that Hydro Construction Company, Inc.. 77 NW Frontaae Road Fort Collins, CO 80524 (an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal" and Hartlord_Fire_lnsurance Company One Hartford Plaza. Hartford CT 06155 hereinafter referred to as "the Surety", are held and firmly bound unto City of Fort Collins^ 300 LaPorte Ave. Fort Collins, Colorado 80522 a (Municipal Corporation) hereinafter referred to as the "OWNER", in the penal sum of One Hundred Ninetv-Eiaht Thousand SeyenJ-Lundred Twelve & 00/100 Dollars ($_t98^71ZOO) in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, successors and assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a certain Master Agreement with the OWNER, dated the 20 day of June, 2016, a copy of which is hereto attached and made a part hereof, for the performance of The City of Fort Collins Work Order, titled DWRF Digester Circulation Pump Replacement - Construction, Work Order Number H-WRF-2018-09, dated March 7, 2018, a copy of which is hereto attached and made a part hereof. RFP #8286 NOW, THEREFORE, if the Principal shall well, truly and faithfully perform its duties, all the undertakings, covenants, terms, conditions and agreements of said Work Order and Master Agreement during the original term thereof, and any extensions thereof which may be granted by the OWNER, with or without Notice to the Surety and during the life of the guaranty period, and if the Principal shall satisfy all claims and demands incurred under such Work Order and Master Agreement, and shall fully indemnify and save harmless the OWNER from all cost and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the OWNER all outlay and expense which the OWNER may incur in making good any default, then this obligation shall be void; otherwise to remain in full force and effect. PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Work Order and Master Agreement or to the Work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligation on this bond; and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Work Order and Master Agreement or to the Work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this 12th day of March _2018 11\LE8ESENCEOF: x.v ^U/y lf>:ff7\^ r. ^ {'['"y^, ^., Whi^f (Title^ (Corporate Seal) Principal Hydro Construction Company, Inc.. i, ^ r ^ ^, (Title) 77 NW Frontage Road Fort Collins. CO 80524 (Address) 'i\ C^-. IN PRESENCE OF: Other Partners By:_ By:_ IN PRESENCE OF: Witness y 7 Surety^Hartford Fire Insurance Company By:AUULfciUj: Daffene Krings, Attorney-/n-Fact One Hartford Plaza. Hartford. CT 06155 (Address) (Surety Seal) NOTE: Date of Bond must not be prior to date of Work Order. If CONTRACTOR is Partnership, all partners should execute Bond. DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 SECTION 00615 PAYMENT BOND Bond No 34BCSHU4611A KNOW ALL MEN BY THESE PRESENTS: that Hydro Construction Company, Inc.. 77 NW Frontage Road Fort Collins. CO 80524 (an Individual), (a-PartsefsNp), (a Corporation), hereinafter referred to as the "Principal" and Hartford Fire Insurance Companv One Hartford Plaza, Hartford CT 06155 hereinafter referred to as "the Surety", are held and firmly bound unto City of Fort Collins, 300 LaPorte Ave, Fort Collins, Colorado 80522 a (Municipal Corporation) hereinafter referred to as the "OWNER", in the penal sum of One Hundred Ninetv-Eight Thousand Seven Hundred Twelve & 00/100 Dollars ($198.712.00) in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, successors and assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a certain Master Agreement with the OWNER, dated the 20 day of June, 2016, a copy of which is hereto attached and made a part hereof, for the performance of The City of Fort Collins Work Order, titled DWRF Digester Circulation Pump Replacement - Construction, Work Order Number H^/VRF^OlS-Qg, dated March 7, 2018, a copy of which is hereto attached and made a part hereof. RFP #8286 NOW, THEREFORE, if the Principal shall make payment to all persons, firms, subcontractors, and corporations furnishing materials for or performing labor in the prosecution of the Work provided for in such Work Order and Master Agreement and any authorized extension or modification thereof, including all amounts due for materials, lubricants, repairs on machinery, equipment and tools, consumed, rented or used in connection with the construction of such Work, and all insurance premiums on said Work, and for all labor, performed in such Work whether by subcontractor or otherwise, then this obligation shall be void; otherwise to remain in full force and effect. PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Work Order and Master Agreement or to the Work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligation on this bond;and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Work Order and Master Agreement or to the Work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. . City.oi. f:ortCollins Utilities Work Order - Construction Form Official Puwhasing Form ^ Last updated W/20^ 7 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this 12th day of March , 2018. N PRESENCE OF: i M^\e '{4r^ v ^ (V it'i^^i Cc^yidW, fa^L (Title;; (Corporate Seal) Principal Hydro Construction Company, Inc.. MK. £ (Title) 77 NW Frontage Road, Fort Collins, CO 80524 (Address) ^oc^ IN PRESENCE OF: Other Partners By:_ By:_ IN PRESENCE OF: Witness. ^ Surety: Hartford Fire Insurance Company By: kl^AjA-CLJ 0 . Darlehe Krings, Attorn ey-in-^act ^ One Hartford Plaza, Hartford CT 06 155 (Address) (Surety Seal) NOTE: Date of Bond must not be prior to date of Work Order. If CONTRACTOR is Partnership, all partners should execute Bond. . City^of. f:6r'tCollins Utilities Work Order - Construction Form Officia! Purchasing Fonn ~^ Last updated 10/2017 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 POWER OF ATTORNEY Direct Inquiries/Claims to: THE HARTFORD BOND, T-12 One Hartford Plaza Hartford, Connecticut 06155 KNOW ALL PERSONS BY THESE PRESENTS THAT: Bond. ClaimsOthehartford. corn ca//; 888-266-3488 or fax: 860-757-5835 Agency Name: FLOOD S: PETERSON INSURANCE INC Agency Code: 34-340869 x I Hartford Fire Insurance Company, a corporation duly organized under the laws of the Slate of Connecticut X I Hartford Casualty Insurance Company, a corporation duly organized under the lavvy ot'the State oflndiana |x I Hartford Accident and Indemnity Company, a corporation duly organized under the laws of the State of Connecticut Hartford Underwriters Insurance Company, a corporation duly organized under the la\\s of the State ot'Connccticut Twin City Fire Insurance Company, a corporation duly organised under the laws of the Stale ot'Indiana Hartford Insurance Company of Illinois, a corporation duly organized under the laws of the State of Illinois Hartford Insurance Company of the Midwest, a coiporation duly organized under the laws of the State of Indiana |^ I Hartford Insurance Company of the Southeast, a corporaiion duly organized under ihc laws of the State of Florida having their home office in Hartford, Connecticut, (hereinafter collectively referred to as the "Companies") do hereby make, constitute and appoint, up to the amount of unlimited : Melanie Lathouwers, Russell D. Lear, Darlene Krings, Kelly T. Urwiller, Steven J. Blohm, Wesley J. Butorac, Dulce R . Huggins, Royal Love 11, Krist en Pereiro, K'Anne E . Vogel of GREELEY, Colorado their true and lawful A«orney(s)-in-Fact, each in their separate capacity if more than one is named above, to sign its name as surety(ies) only as delineated above by ^, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. In Witness Whereof, and as authorized by a Resolution of the Board of Directors of the Companies on May 6, 2015 the Companies have caused these presents to be signed by its Senior Vice President and its corporate seals to be hereto affixed, duly attested by its Assistant Secretary. Further, pursuant to Resolution of the Board of Directors of the Companies, the Companies hereby unambiguously affirm that they are and will be bound by any mechanically applied signatures applied to this Power of Attorney. ^^/1%^^ John Uray, Assistant yecretary STATE OF CONNECTICUT M. Ross Fisher, Senior Vice President COUNTY OF HARTFORD } ss. Hartford On this 11th day of January, 2016, before me personally came M. Ross Fisher, to me known, who being by me duly sworn, did depose and say that he resides in the County of Hartford, State of Connecticut; that he is the Senior Vice President of the Companies, the corporations described in and which executed the above instrument; that he knows the seals of the said corporations; that the seals affixed to the said instrument are such corporate seals; that they were so affixed by authority of the Boards of Directors of said corporations and that he signed his name thereto by like authority. Nora M. ''Irsinko Notary Publit: CERTIFICATE2018 My C'ommi. ssion [spires March 31. I, the undersigned, Assistant Vice President of the Companies, DO HEREBY CERTIFY that the above ana foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which is still in full force effective as of March 12, 2018 Signed and sealed at the City of Hartford. w^ Kevin Heckman, Assistant Vice President DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 The ACORD name and logo are registered marks of ACORD CERTIFICATE HOLDER © 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014/01) AUTHORIZED REPRESENTATIVE CANCELLATION CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) JECT LOC PRO- POLICY GEN'L AGGREGATE LIMIT APPLIES PER: CLAIMS-MADE OCCUR COMMERCIAL GENERAL LIABILITY PREMISES (Ea occurrence) $ DAMAGE TO RENTED EACH OCCURRENCE $ MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ PRODUCTS - COMP/OP AGG $ DED RETENTION $ CLAIMS-MADE OCCUR $ AGGREGATE $ UMBRELLA LIAB EACH OCCURRENCE $ EXCESS LIAB DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) INSR LTR TYPE OF INSURANCE POLICY NUMBER POLICY EFF (MM/DD/YYYY) POLICY EXP (MM/DD/YYYY) LIMITS PER STATUTE OTH- ER E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE E.L. DISEASE - POLICY LIMIT $ $ $ ANY PROPRIETOR/PARTNER/EXECUTIVE If yes, describe under DESCRIPTION OF OPERATIONS below (Mandatory in NH) OFFICER/MEMBER EXCLUDED? WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED HIRED AUTOS NON-OWNED AUTOS AUTOS AUTOS COMBINED SINGLE LIMIT BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE $ $ $ $ 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. INSD ADDL WVD SUBR N / A $ $ (Ea accident) (Per accident) OTHER: THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: INSURED PHONE (A/C, No, Ext): PRODUCER ADDRESS: E-MAIL FAX (A/C, No): CONTACT NAME: NAIC # INSURER A : INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : INSURER(S) AFFORDING COVERAGE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. INS025 (201401) 3/9/2018 Flood and Peterson PO Box 578 Greeley CO 80632 Dana Stewart, CIC, CISR (970)266-7149 (970)506-6845 DStewart@floodpeterson.com Hydro Construction Company Inc. 77 NW Frontage Road Fort Collins CO 80524 Phoenix Insurance Company 25623 Travelers Indemnity Company 25658 Travelers Property Casualty Company 25674 Pinnacol Assurance 41190 CL17121120854 A X X X X DTCO8G990899PHX17 4/1/2017 4/1/2018 1,000,000 300,000 10,000 1,000,000 2,000,000 2,000,000 B X X X X DT8108G990899IND17 4/1/2017 4/1/2018 1,000,000 C X X X 10,000 X CUP-2J40080A-17-26 4/1/2017 4/1/2018 5,000,000 5,000,000 D 2091550 4/1/2017 4/1/2018 X 1,000,000 1,000,000 1,000,000 Project #: 18-01-512 Owner' Project # H-WRF-2018-09 DWRF Digester Circulation Pumps Replacement City of Fort Collins is included as Additional Insured on the General, Automobile, and Umbrella Liability Policies if required by written contract or agreement and with respect to work performed by Insured subject to the policy terms and conditions. D Stewart, CIC, CISR/ City of Fort Collins 700 Wood Street Fort Collins, CO 80521 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 $ - $ - Combined Total Completed to Date Total Contract Amount Total This Period Previous Billings Balance Remaining Percent Complete PAY REQUEST Item # Description Quantity Cost Remaining Percent UOMComplete Contract Summary This Period Previous Total to Date Period Ending: Page 65 of 66 Page 65 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6 The undersigned CONTRACTOR certifies that all obligations of CONTRACTOR incurred in connection with the WORK have been satisfied as required in paragraph 14.3 of the General Conditions of the Contract. CERTIFICATION BU SCOPE OF WORK CHANGE ORDERS RECONCILIATION CHANGE ORDERS INVOICE NUMBER Total Change Order Work to Date: $ - $ - Retainage Previous: Change in Retainage: Page 64 of 66 Page 64 of 66 DocuSign Envelope ID: 9970B4A6-8088-4059-A3AE-46FCD4CD77B6