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<br />. - ""ACt! A 't 'b '[ /I--' <br />, HI <br />. flBRW MEMORANDUM <br /> '---- <br />. ;." ., A't:iAMES&. MOOREGRciJf'05MP,iNY <br /> BRW <br /> Thresher Square <br /> 700 South Third Street <br /> Minneapolis, MN 55415 <br /> Phone: (612)370-0700 <br /> Fax: (612) 370-1378 <br /> To: Brian Fritsinger/City Administrator File:379510028001 <br /> From: Greg Brown/BRW, <br /> Arden Hills City Engineer <br /> Date: November 20, 1998 <br /> Subject: Round Lake Road Phase 2 <br /> Cost Comparison <br /> We have reviewed the cost estimate figures presented at the November 9, 1998 Council meeting <br /> to insure that a fair comparison has been made between Alternatives B and D. The fol1owing is a <br /> tabulated breakdown of costs for each allernative. I had mentioned at the meeting that the <br />. estimated cost for Alternative B had been reduced from the estimate provided in the original <br /> feasibility report as a result of receiving preliminary soil boring information, <br /> Alternative B Altemlltive D Di fferffice <br /> Roadway Improvements $1,201,290.00 $1,039,675.00 $161,615.00 <br /> Storm Sewer Improvements $ 297 ,000.00 $ 245,110.00 $ 51,890.00 <br /> Watermain Improvements $ 230,550.00 $ 230,550.00 $ 0.00 <br /> Right of Way Acquisition $ 25,000.00 $ 0.00 $ 25,000.00 <br /> Perm. Easement Acquisition $ 28,000 00 $ 28 500 00 $ 000 <br /> $1,781,840.00 $1,543,835.00 $238,005.00 <br /> Dj!i;~lIssion <br /> Alternative B has a 15% wider footprint than Alternative D. The bituminous area of Alternative <br /> B is approximately 1200 square meters less than Alternative D however the total prepared base <br /> area of Alternative B is approximately 600 square meters greater than Alternative D due to the <br /> larger amount of curb & gutter (due to median islands) included with Alternative B. The net <br /> effect of these differences results in approximately $46,400.00 of additional cost for Alternative <br /> B. The larger footprint of Alternative B is reflected in additional common excavation costs and <br /> retaining wal1 costs (primarily along the Nott Company property) totaling $48,150.00. <br /> Alternative B would also require additional sodding of medians and at a minimum, the <br /> instal1ation of irrigation sleeves for the median areas which is estimated to cost approximately <br /> $18,400.00. Alternative B traffic control costs are anticipated to be less than Alternative D <br />. however, the TCAAP wel1heads would be located within the roadway in Alternative B which <br /> would likely result in additional costs associated with relocation of storm sewer trunk line or <br /> possible modification/relocation costs of the wel1s themselves. Other minor cost differences <br /> U:\WPDOCS\ARDENHILI.ROUNDLAK\COSTCOMP.ME~1 <br />