No preview available
HomeMy WebLinkAboutWORK ORDER - RFP - 7300 CONSULTING ENGINEERING SERVICES FOR CLEARVIEW CHANNEL IMPROVEMENTS & FUTURE MINOR CAPITAL IMPROVEMENTSEXHIBIT 'A" WORK ORDER FORM PURSUANT TO AN AGREEMENT BETWEEN THE CITY OF FORT COLLINS AND ICON Engineering, Inc. VC*j5CXY6S DATED: February 12, 2012 Work Order Number. MT113 Purchase Order Number. 9 1 2 6 4 7 l Project Title: Cleanriew Channel Phase II (Upstream of Brtarwood) Commencement Date: January 1, 2013 Completion Date: December 31, 2013 Maximum Fee: (time and reimbursable direct costs): $35,365.00 Project Description: See Attached Scope of Services: See Attached Service Provider agrees to perform the services Identified above and on the attached forms in accordance with the terns and cordftlons 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 forth) the Services Agreement shall control. The attached forth consisting of three (3) pages is hereby accepted and Incorporated herein by this reference, and Notice to Proceed is hereby given. Service Provider Date: ! 2- 112 112-- I.-Ti CC: Purchasing .�,MM ( 7A i x l�jy City of Fort Collins: ^ Submitted 8yfv)i•/�\ LLv- Project anger Data: Reviewed By. Sto wat rand Floodplaln ro ram Mngr. IX/DDate: lg Approved By: Water Engineering and Field Se ' es Department Manger Date: Approved By Dir Purchasing & Risk Mgt Date: [_Cco ENGINEERING, INC. Planning Design Management 8100 5. nkron Street, Suite 500, Centennial, CO 8011d - Phone (503) 221-080C / Fax (303)-221-9019 October 29, 2012 Mr. Mark Kempton, PE, CFM Stormwater Master Planning Manager City of Fort Collins Utilities P.O. Box 580, 700 Wood Street Fort Collins, CO 80522-0580 RE: Clearview Channel Phase 2 - Final Design Proposal Dear Mr. Kempton and Mr. Taylor, ICON Engineering, Inc. is pleased to provide this proposal for the next phase of work on the Clearview Channel. Tasks outlined below reflect the final design of the channel improvements, building upon the recent alternatives analysis. Per direction at the last progress meeting, the final design will reflect reconstructing the existing trapezoidal channel, with enhancements to the low flow channel bottom. As noted by our past analyses, due to the changes in longitudinal slopes (i.e. flattening) and minor geometry modifications, effort will be made to eliminate, or mitigate, rises in the floodplain elevations. Our proposal is outlined below: Task 1: Meetings (2 assumed) — Two (2) meetings have been included with this project. One meeting is assumed to coordinate project design elements. A second meeting will be held to review comments from the City on the design drawings and report. Task 2: Final Design of Proposed Improvements — A full design set of drawings will be developed, including: Cover Sheet; General Information and Survey Control Sheet; Photo Based Plan and Profile Sheet(s); Stabilization Structure Details; Seeding and Specialized Planting Plans, and Miscellaneous Detail Sheets. The construction drawings will provide adequate detail to construct the improvements using City of Fort Collins maintenance crews. All drawings will be completed in AutoCAD Civil 3D and will be provided to the City electronically. Given the significant number of stabilization structures and uniform channel conditions, the proposal assumed that only a typical detail will be required for construction information related to the riffle drop structures. In addition to completing final design drawings, costs estimates and technical specifications for the City crews will be generated. ICON and its team will prepare, or assist the City, in obtaining all permits required for construction of the project, including City floodplain permits, a State of Colorado Groundwater Discharge Permit, and U.S. Corps of Engineers 404 Permit. Preparation of one (1) temporary construction easement has been included, if it is required. A stormwater management plan will also be prepared for permits through the City. It is anticipated that the area of disturbance will be much less than I -acre in size and a State stormwater permit will not be required. Utilities were located by the City as part of the initial project survey phase. No utilities have been identified by the City within the project are that will conflict with the proposed design. Therefore, utility design has not been included in the proposal. Task 3: Project Deign and Floodplain Modeling Report — After completion of the final design drawings, ICON will prepare a project design report to discuss and document all of the decisions, assumptions, and calculations that were part of the final design of the improvements. This report will also incorporate City's Guidelines for Submitting Floodplain Modeling Reports (Updated 2011), as the Clearview Channel floodplain will be modified with the design. ICON will adjust the design grades to demonstrate that the project can be completed without rises in the floodplain elevations, unless the rises can -be mitigated with the project. It is anticipated that given the changes in the channel profile and grading, this process will be somewhat iterative in developing the final design elevations. A technical appendix and GIS layers reflecting the proposed revisions to the floodplain, floodway, base flood elevations (13FE's), and cross -sections will be provided with the final report. Fees and Schedule — Fees for this phase of the project are $35,365, as shown by the attached project estimating sheet. The project will be completed within four months in anticipation of spring/summer construction in 2013. Thank you very much for working with us on this phase of the project. Please give me a call at 303-221-0802 with any questions that you may have. Sincerely, ICON Engineering, Inc. Craig D. Jacobson, P.E., CFM Associate ICON ENGINEERING, INC. PROJECT ESTIMATING SHEET iIGN(NHbtYn al6lanvoaRf _ _._ ___ _. •a, wre reps, ve _'"' Princpal_ Rokaianal Prohssbnal .Enqm GISICAD A&R Roied S q De9Ve, 5„„ cn MW $1e5 $In $115 SM S50 555 S70 $140 C= De - Houn Hour Hass Hour Haws Haun Haan Haan TOTALS Report 4 6 $90 $1,320 is 1 2 4 - $10 $695 vey Control 2 2 4 $10 $830 ssumed) 2 6 12 8 $to $3,130 t 25'Intervals) 1 2 8 12 $10 $2,305 ures (1 Typical Sheet) 1 2 8 10 $10 $2,145 d Miscellaneous Details _ — 1 - --- 4 _ 8 ---- - ---- - 8 - _ ----- $10 _ $2,255 Ill Wetland Detail Assistance from ERO) 2 6 $10 $760 2 4 10 4 $25 $1.855 Development, State GW Permit) 2 6 2 $20 $1,140 n 2 4 $730 2 12 _ _ _ $10 _$2,490 Report 1 Design 4 24 4 $3,620 Iplain Modeling 4 12 24 $3,840 2 4 16 8 8 $100 $3.914 icriptions (1 Assumed) 1 4 $21 S436 Iluation, 404 Permit, Wetland Planting, Seeding $3,900 $3,900 AL FINAL DESIGN PHASE 9 48 124 18 82 12 4 0 14,236 535,365 $1,305 $6,430 $14,260 $1,584 $6,560 $G60 $28o $0 $4,23G $35,365 _ _ _ _ _ ICON ENGIWERING, INC. PROJECT ESTIMATING SHEET MLVYI(D 9r: CP/ MYty ROYYYAY M10 El W]/CAo bnw O,qe ]V.ryp 6vM Yx CMECR£a ar: aJW oarelaaaa] nn Erq.�nl uu EgYMI um II rm end ]m ]]] Gw ew Iw.p WMI. To*ua ]ro Final Design Drawings and Design Report 4 6 2 Final Design of Proposed Improvamanta a. Cover Sheet 1 2 4 $10 $695 _. D. General Information Shoot wlNSurve Control _ __.. _.... ... 2 2 4 E10 E830 u___._.. C. Detailed Plan and profile Shoot (7 Assumed) 2 8 12 8 .. E70 E3,130 d. Channel Crosscactierls(Assume at 25-Intervals) 1 2 8 12 f10 $2.305 o. Detail Strout for Stabilization Structures (1 Typical Shoat)_ _ _ _ 1 2 i0 $10 $2.145 C Detail Sheet for Bank Trost and Miscolloneous Ootalls _ 1 4 _8 8 8 E10 E2,256 g. Sending and Planting Plan (Including Weiland Detail Assistance from ERO) 2 6 $10 $760 h_Stormwatsr Management Plon_ . . _....__ _...__...__.._ . __...... .2.. _ 4 10. _.. 4 E25 f1,855 1. Permit Asaistsnco (404, ovolopme Floodpl4ln Dnt, SmcaGW Pormlq _ _ _ _ 2 8 2 _ E20 E1,140 J. -Final Quantities and Cost Tabulation 2 _ 4 _ „ $730 k. Tochnical Specifications 2 6 12 $to $2,490 J Project Design 8 Floodplaln Modeling Report a. Update Hydraulic Modeling for Final Design 4 24 4 f3,620 b. Grading Iterations to Support Floodplain Modeling 4 12 24 f3,84D c._Report Text Figures and Tables ._. _. _ 2_ 4. ... 16_. 8 _ 8 $100 f3,914 4 Easements a_Praparo Easomom Exhibits and Doscdptlone_(/ Asaumod) _ _ 1 4 $21 S436 SUBCONSULTAN75ERVICES a. ERG Resources - TBFJWotland Evaluation, 4D4 Permit. Watland Planting, Seeding E3,9D0 $3,900 TOTAL FINAL DESIGN PHASE B 48 124 18 82 12 4 B 54.236 S35 365 51J05 1 $5,4811 1514.ZOU 1 $1584 i6580 E660 f260 EO $4.236 $35365 Project: CLEARVIEW CHANNEL Engineering Budget Summary Sheet Date: 01.01.2013 Engineer: Icon Project Manager: Craig Jacobsen City Project Manager: Mark Taylor Billing Summary Billing Contract Change Change Date Amount Orden Order # Design Phase Services 1-Jan-13 $35,365.00 Bidding @ Construction Phase Services Change Order Summary C.O. # Date Description of Change Change Order Total: Change Order % of Total Contract Amount: $ 35,365.00 Acct. No.: 5046410043.521130.3 P.O. No. Billing Total Billed Amount Percent Amount to Date Remaining Billed $35,365.00 0.00% Amount $0.00 0.00% I:\Eng\Tmtague\engineer pay_sumsh_Final Design Clearview Channel.xlsx