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Home My WebLink AboutWORK ORDER - RFP - P1044 CONSULTING ENGINEERING SERVICES (3)EXHIBIT "A" WORK ORDER FORM PURSUANT TO AN AGREEMENT BETWEEN THE CITY OF FORT COLLINS AND Icon Engineering, Inc. DATED: July 1, 2008 Work Order Number: MT-070108 Purchase Order Number: Project Title: Michaud & West Vine Basin Canal Study Extension Commencement Date: July 1, 2008 Completion Date: December 31, 2008 Maximum Fee: (time and reimbursable direct costs): $40,440.00 Project Description: Calibration of Canal Spills between Canal Importation Basin and West Vine Basin Scope of Services: See Attached Service Provider agrees to perform the services identified above and on the attached forms in accordance with the terms and conditions contained herein and in the Services Agreement between the parties. In the event of a conflict between or ambiguity in the terms of the Services Agreement and this work order (including the attached form) the Services Agreement shall control. The attached form consisting of three (3) pages is hereby accepted and incorporated herein by this reference, and Notice to Proceed is hereby given. CC: Purchasing Service Provider: Date: City of Fort Collin Project Manage} r gee Date: Z 0 Approved By: l %J-14''w°"0' OF Utilities General Manage D/ate: 2 OS Approved By: 69 Q ENGNEERING, IIIC. Planning Design J:Sw N w+enxa-: Management 81005 nkron Street, Suitc 300, Centennial, CO 80112-Phone (309) �'21-080e/Fax (303) 221-90I9 June 23, 2008 Mr. Mark'faylor City of Fort Collins Stormwater Utility 700 Wood Street Fort Collins, Colorado 80525 I2E: Michaud & West Vine Basin Canal Study Extension Dear Mark: As requested in our April 16, 2008 meeting, ICON Engineering, Inc. is pleased to submit this scope of services and cost estimate to calibrate the Canal Capacity Evaluation for the Michaud and West Vine Basins with the Canal Importation Basin. As discussed in our meeting, our current evaluation along the PVLC, NMD, and LCC No. 2 Canals indicated the potential for increased volumes and discharges into the Canal Importation Basin at the boundary with the West Vine Basin. This proposal will provide services to calibrate the unsteady flow and SWMM models at the basin boundary and identify the significance of potential changes within the Canal Importation Basin. Specifically, the impact of the changes on the recently constructed improvements at Sheldon Lake will be evaluated and discussed. Our proposal tasks are discussed in more detail below. It should be noted that although hydraulic and hydrologic data will be taken from the current reports for the Canal Importation Basin, this proposal does not assume a comprehensive update to the Canal Importation Master Plan report will be required. Instead a supplemental letter report for the Canal Importation Basin is proposed, along with references to previously reported figures and tables. Additionally, it should be noted that this proposal assumes that any hydrologic updates within the Canal Importation basin will be limited to areas along the NMD and LCC No. 2 upstream of the Sheldon Lake Improvements and that it will not be necessary to evaluate and update the hydrology within the Canal Importation Basin further downstream in order to reasonably tie-in the upstream canal studies. Task 1 — Project Meetings: One project meeting has been proposed with this update. At the c!u ... of the a!i!;ratio.. bete. - the Michaud W st Vi^ ^d C^ al Im ^-C t: B ., e, .. "., p.,. " .., " .. models, ICON will meet with the City to discuss the findings and results prior to proceeding with the finalization of the project reports. Task 2 — Review of Current City documentation: ICON will coordinate with the City to obtain the most recent documentation for the Sheldon Lake Improvements. Additionally, current hydraulic and hydrology models will be reviewed to ensure the most current information is updated. As discussed with the City, the models from the Sheldon Lake Report reflecting "90-efs" passing at the Obermeyer weir along the LCC No. 2 will be utilized. Task 3 — Calibration of Canal Spills between the Canal Importation, West Vine, and Michaud Basins: The unsteady flow models between the Canal Importation, West Vine, and Michaud Basin will be re -calibrated to reflect the inclusion of the models within the Canal Importation Basin. As a result of the calibration, the SWMM models reflecting the spill discharges will be updated within ICON ENGINEERING, INC. _.. PROJECT ESTIMATING SHEET - - --"- PROJECT NAME PVLB NMO anELCCN 3Exbnxion _ : � i -- CLIENT:C?YOFFORT COLLINS Mark Tuybs PRFPA_R_ED BY CBl E�ineer C A a1m 5 vev 5 y Misc CHECKED BY D./W _ __ DATE: 6/[3N8 Sed �_ 5]8 555_ 590 $ Sp I B sc Moura i iNours Mcurslo rs" i0-ALS -- 16 32 8 __ 50 S6,354 ' 4 16 8 $50 1153.014 .__. __... $20 $1 710 12 6... 20 _ $2,210 'submittal to Cny_____ a. rroviae m[enm Submittal of Technical Data _ 4 4 8 � I. S20 5t 456 b. Address City Comments 4 32....J 8 _ 1 8 _. j $20 $5,448 5 Provide Letter Reportfor Changes t_Canal lmporatio. Basin & Sheldon Lake - - - a. Prepare Letter Report ___ t 4 12 _ b Technical Appentlix - 1 - 6 Uptlate West Vine Basin Project Report a _Update Report Text Preparation 2 4 8_ - -- 4 6 . b. Up Report Figures & Tables ., 16 8 550 - $3,092 e. Update TechnicaIAppentliz-_------__- 4 8 -. 2._ $50 $t 580 7 U date Michaud Basin Project Report-- ' — a. Resparation Report Text Pre pa .. _._ _._� 2 4 J 8 - 4 6 $53 �$2,405 b. Re oft Figures & Tables 2 ;_. 8 y 16 I_.. 8 550 $3:092 a Technical Ap l�entliz "y �._ 8 2 __.. _.. _._ .;_... __. .- $50 $1.580 TOTAL _ 5 86 i 160 82 32 ' 18 0 0 $683 $40440 $725 $10750 $18400 56396 $2496 $990 $0 $0 $683 _ $40,460