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Home My WebLink AboutWORK ORDER - RFP - P959 CONSULTING ENGINEERING SERVICES W WW SW FACILITY CAPITAL IMPROVEMENT (5)EXHIBIT "A" WORK ORDER FORM PURSUANT TO AN AGREEMENT BETWEEN THE CITY OF FORT COLLINS AND Ayes Associates DATED: January 1, 2005 Work Order Date: February 18 2009 Work Order Number: Ayres — CIPO — 2009 -1 Purchase Order Number: q?51,239 Project Title: CIPO Workorders 4-6 Construction Services Commencement Date: March 1, 2009 Completion Date: December 31 2009 Maximum Fee: (time and reimbursable direct costs): One Hundred Thousand, Thirty One Four Hundred. and Thirty Five Dollars ($131 435) Project Description: Drainage improvements to protect residents in the Canal Importation Basin from potential flooding. Scope of Services: See attached "Scope of Services" 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 forms) the Services Agreement shall control. The attached forms consisting of Exhibit B, (3) pages, are hereby accepted and incorporated herein by this reference, and Notice to Proceed is hereby given. Service Proyyvi er A r A ociat By: A r. Title: ? x e"C' Uf' Date: �r/ff/iq CC: Purchasing City of Fort Collins: Submitted By: U'�,er cz Senior Utility Engineer Reviewed By: Approved YNater Engineering & 00erations Mgr. /Date: o & Risk Management January 26, 2009 EXHIBIT A CANAL IMPORTATION PONDS AND OUTFALL (C.I.P.O.) - CONSTRUCTION PHASE SERVICES FOR WORK ORDERS 4-6 PROJECT OBJECTIVE: To mitigate local flooding in the area generally north of West Prospect Road, south of the Glenmoor pond, west of Shields Street, and east of Taft Hill Road. GENERAL This scope covers the continuation of the construction phase services for the CIPO project. The tasks are detailed below. In addition this scope covers CTL's costs for construction phase testing. The Ayres Project Manager for CIPO will be: Andrea Faucett (223-5556) office (556-2525) cell The Ayres Project Engineer will be: Jaclyn Michaelsen (223-5556) office (310-1547) cell TASK 1 — CONSTRUCTION PHASE SERVICES 1.1 Construction Meetings. This task includes time for Andrea and/or Jaclyn to attend construction meetings on an as needed basis. The time for TC to attend the construction meetings is included in Task 1.2. 1.2 Resident work by TC. This task includes time for TC Bohnet to provide resident work for this project on a full time basis through July 31, 2009. 1.3 Submittals. This task includes time for either Andrea or Jaclyn to review submittals, make comments, post comments to the share point and re -review if necessary based on the action taken. 1.4 Address Construction related questions. This task includes time for either Andrea or Jaclyn to address questions that come up during construction and to make modifications to the design drawings as needed. 1.5 Construction survey. This task includes time for Ayres staff to complete as -built surveying on Avery Park pond, Fairbrooke and the remainder of Red Fox pond. This also includes time for any "on -call" survey work that is required. TASK 2 — HYDROLOGIC/HYDRAULIC MODELING UPDATES 2.1 Update MODSWMM model for master plan conditions. This task includes time to update the MODSWMM models to reflect the latest rating curves for Red Fox and Kane ponds and also reflect the fact that the orifice plate was not installed on the Fairbrooke pond. The models will also be updated to reflect the spills from the New Mercer ditch into the LCC No. 2 that were never accounted for downstream of the Red Fox Pond. 2.2 Update New Mercer and LCC No. 2 HEC-RAS models for master plan conditions. The New Mercer and LCC No. 2 models will be updated to include the as -built information for the Red Fox Meadow side spill weirs. The spills out of the New Mercer ditch will be incorporated into the MODSWMM model and then into the LCC No. 2 January 26, 2009 model. The spills out of the LCC No. 2 model will be incorporated back into the MODSWMM model. The area that needs the spills updated is downstream of the Red Fox Meadow pond. 2.3 Update MODSWMM and HEC-RAS exhibits for master plan conditions. The MODSWMM and HEC-RAS exhibits will be updated to reflect the changes made in Tasks 2.1 and 2.2. 2.4 Review spill information at International House. The spill at the International House will be reviewed in the Master Plan condition to make sure it is modeled correctly. 2.5 Prepare short Technical Memorandum describing modeling results. Ayres will develop a technical memorandum which describes the changes that have been made to the existing and master plan condition MODSWMM and HEC-RAS models. 2.6 Prepare CIPO Drainage Report. Ayres will prepare a final drainage report which documents the hydrologic and hydraulic analysis used to design the CIPO system. The drainage report will also document inlet sizing, trunk and lateral pipe sizing, weir length and elevation determination, detention pond sizing and pond outlet structure design. TASK 3 — CTL THOMPSON CONSTRUCTION PHASE SERVICES 3.1 Construction Phase Testing for Ayres and ACE. This task includes construction testing for work orders #4- #6. Please see CTL's scope (attached) for a more detailed description of this task. Ayres Associates - Professional Services Fee Proposal CIPO Workorder 4-6 Costs Based on Scope of Services dated 1/26/09 IIN/ WWb by IA�K RuEffiffilm 1d Pmjxprnmlirg, 21 21 S 6560 5 t50 12 RedIL n'kCy:C (1]:ougb JJy 315 QU Mi Y4)s:ar:ing y,5 iS fi<359 5 643i0 t.3 Su]mil'als aC 6p ''.. S ti,100 S 14,:00 14 AtlOress<Ons ru^uOC rMe.M 0.P510n53M mdkO mOE `z`c :o Nan5 d5 fttEN. 40 60 ''. fiC ',$ 20,500 5 28590 1.5 Con .lion s'JrveY < 12 ' 3R 60 ! 5 :B CCC 5 i6p0^. $ubiobl 1p8 156 990 32 80 80 $ ]t3f0 S 150 S - 5 -1i.. 2.1 VCL \f0 $\/iA,\1 meLP'i 6 32 "., '" 5 [9A $ <%C 2.R UMa.O"—M.— .1d L..b2I.A-RAS mOEds 6 11 '.,5 5,550 5 5953 2.3 Up:a:O NCCStM1'M1.1 aM N..0 RAS eM ]i:s 6 12 ( 32 "., $ 5050 5 II 2A RCri yl InlcmzLONl Ycusc 4 8 ". S t.660 5 1.6c0 2.5 PrPOdm-tt6niWl \'.CmJ2nLum:Or ACE Prepa.Clnal C'.PO CraiiuSe Rexf.EALEre55 Ccmmen'S 12 3c 4 4 5 6.6G0 32 60 32 16 I$ 16.5<0 $ 6.6C0 R.6 5 1fi 5<0 Subtotal 66 t6d 68 20 $ 40,830 $ - $ - 5 40.830 3.1 COn5:mc0on P!u5e1,111. Ayes anc ACE 6 ( '., '�, '., i,S e90 5 1856 5 1m. subtotal 6", S 990.0 $ - $ t6.t53.0 3 t9.M5.0 1 TCWI t60 3c0 990 32 W 1. 20 ''. S 113,130 5 150 3 16.t55 S 1N.0.15 EXHIBIT B