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CC Work Session 2.3. <br />Meeting Date: 09/13/2011 <br />By: Brian Olson, Engineering/Public Works <br />Title: <br />Consider Change Order for Improvement Project 10-22, Parking Ramp Expansion <br />Background: <br />On August 9, 2012, City Council awarded Improvement Project #10-22 to Knutson Construction for <br />$2,734,000. The purpose of this case is to provide the City Council with the information received during the <br />preliminary soils investigation that was completed in August by Braun Intertec subsequent to the award and request <br />authorization later this evening to issue a not to exceed change order for the changed condition found. <br />The preliminary soils that were encountered indicated that there are poor soils between 15 and 35 feet below the <br />surface and that some the columns could settle as much as 3 inches with the loads that are anticipated for a structure <br />of this size. Attached to this case is a memorandum from LSA Design outlining the poor soil condition that was <br />encountered as well as a recommended action. Bill Fossing will be present at the meeting to answer any questions <br />that you may have regarding this issue. <br />As you recall, Staff was authorized a 5% construction contingency to deal with issues and change orders that arise <br />as the project progresses. That amounted to $136,700 that would be allowed for construction change orders that <br />could be approved by Staff. Obviously, this single change order changes the scope of work that is required to <br />complete the parking ramp expansion and therefore, would need to remain inplace to handle little changes as the <br />project progresses. <br />Observations: <br />There are three Contracts with this project. Knutson Construction $2,734,000 for construction, LSA Design <br />$132,000 for construction administration, and Braun Intertec $55,453 for specialty inspections and soil <br />investigation. Each of these Contracts will need to be revised to correct the situation encountered. <br />The change order request for Knutson Construction is for an amount of $211, 077. This includes a not to exceed <br />amount of approximately $14,000 for heating and enclosing the first deck pour which was originally scheduled to <br />occur in mid October and will not likely happen in early to mid November. Since the enclosing of this deck pour is <br />largely temperature and seasonally dependant, we were able to negotiate that this amount of the change is only if <br />necessary. The remainder of the amount is due to the labor, material, profit and overhead for the piling and <br />foundation work. There are 39 pilings that are expected to be driven to a depth of 65 feet to provide the structural <br />capacity necessary. The reason that the remainder of this change order is not a 'not to exceed' amount is that there <br />may be additional cost that is necessary if the pilings need to be driven further but our soils engineer feels that this <br />depth should be enough to handle the loads. We were also able to talk the Contractor into getting 2 more qualified <br />quotes for this work. These quotes could decrease the construction change order but they cannot increase it. The <br />reason we don't have the detailed quotes for the piling work in the case is because we do not want to disadvantage <br />the Contractor that already supplied the original quote. If there is a change to this amount, Staff is proposing that the <br />original 5% contingency be used as a funding source for the minor changes to depth of the pilings. <br />The change order request for LSA Design is a result in the amount of time that was necessary to handle the change <br />in design for the piling work and oversee the installation of this foundation work and amounts to a change in fee of <br />$12,000 to bring the overall construction administration contract to a not to exceed amount of $144,000. <br />The change order request for Braun Intertec is for additional specialty inspections with the foundations as well as a <br />recommended existing conditions survey due to the vibrations that will be experienced with the pile driving. This <br />