Kasold Road Alternative Analysis Matrix
								Engineering Fees					Total
													Project
									Design &				Costs
	General	Storm	Pedestrian	Auxiliary	Pavement	Utility	Ped./Temp.	Preliminary	Bidding Phase	Project	Est. Mill Levy Impact		including waterline
	Construction	Sewer	Access	Lanes	Systems	Adjustments	Easements	Study Fees	Fees	Costs	Assumes 6% increase in assessed		const $750,000
											valuation		Eng      $75,000
													Total  $825,000
Options
1.  Remove and Replace Existing Pavement
a. Concrete Pavement	$675,661	$291,321	$41,546	$0	$2,317,889	$10,000	$0	$158,000	$178,000	$3,672,417	0.48	0.28	$4,497,417
b. Asphaltic Pavement	$675,661	$291,321	$41,546	$0	$2,087,673	$10,000	$0	$158,000	$178,000	$3,442,201	0.45	0.26	$4,267,201
2.  Preferred Profile Grade with 10% Slope North of Augusta Drive
a.  Concrete - with rec path (west side)	$989,120	$291,321	$635,457	$212,942	$2,302,722	$40,000	$50,000	$158,000	$261,000	$4,940,561	0.63	0.38	$5,765,561
b.  Asphaltic - with rec path (west side)	$989,120	$291,321	$635,457	$179,979	$2,050,282	$40,000	$50,000	$158,000	$261,000	$4,655,159	0.61	0.36	$5,480,159
3.  Preferred Profile Grade with 8% Slope North of Augusta Drive
a.  Concrete - with rec path (west side)	$1,065,661	$291,321	$924,227	$212,942	$2,302,721	$40,000	$50,000	$158,000	$294,000	$5,338,872	0.70	0.41	$6,163,872
b.  Asphaltic - with rec path (west side)	$1,065,661	$291,321	$924,227	$179,979	$2,050,281	$40,000	$50,000	$158,000	$294,000	$5,053,470	0.64	0.39	$5,878,470
4.  Partial Preferred Profile Grade with 10% Slope North of Augusta Drive (15th Street to West 22nd Street)
a.  Concrete	$787,233	$291,321	$495,903	$183,904	$1,541,830	$40,000	$50,000	$158,000	$219,000	$3,767,191	0.49	0.29	$4,592,191
b.  Asphaltic	$787,233	$291,321	$495,903	$154,008	$1,491,162	$40,000	$50,000	$158,000	$219,000	$3,686,627	0.48	0.28	$4,511,627
Notes:
1.  General Construction items include Item Numbers 1-6 and 35-45 shown on the individual opinion of construction cost sheets presented in the Proposed Options section.
2.  Storm Sewer items include Item Numbers 7-18 shown on the individual opinion of construction cost sheets presented in the Proposed Options section.
3.  Pedestrian Access items include Item Numbers 19-20 and 29-31 shown on the individual opinion of construction cost sheets presented in the Proposed Options section.
4.  Auxiliary Lane items include a portion of Item Numbers 21-28 and 32-34 shown on the individual opinion of construction cost sheets presented in the Proposed Options section for the following lanes for each option:
Option 1 - There are no additional auxiliary lanes for this option.
Option 2 -  Right turn only lane and second left turn lane at Clinton Parkway, center turn lane between West 22nd Terrace and Augusta Drive, center turn lane between Tam O'Shanter Drive
and Seminole Drive, and a right turn only lane between Seminole Drive and 15th Street.
Option 3 -  Right turn only lane and second left turn lane at Clinton Parkway, center turn lane between West 22nd Terrace and Augusta Drive, center turn lane between Tam O'Shanter Drive
and Seminole Drive, and a right turn only lane between Seminole Drive and 15th Street.
Option 4 - The center turn lane from south of West 22nd Street to Augusta Drive, center turn lane from Tam O'Shanter Drive to Seminole Drive, and right turn only lane between Seminole Drive and 15th Street.
5.  Pavement Systems items include Item Numbers 21-28 and 32-34 shown on the individual opinion of construction cost sheets presented in the Proposed Options section minus the Auxiliary Lane areas.
6.  Utility Adjustments are to account for relocating 4 poles for the Westar Energy facilities.  Additional utility adjustment costs are not anticipated at the date of this study.
7.  Pedestrian/Temporary Construction Easements costs are estimated at the date of this study.
8.  Engineering Fees include the preliminary design report phase, the construction document phase, and the bidding services phase.
9.  The General Construction, Storm Sewer, Recreation Path, Auxiliary Lanes, and Pavement Systems include a 15% contingency.
10.  If Option 2, 3, or 4 is selected without the pedestrian access, then approximately 30% of the pedestrian access cost will be applicable to account for the new profile and grade differences.
11.  Waterline relocation and engineering expenses are not included above due to the fact that these costs will be paid for by the Utilities Department.