DEFIANCE COUNTY ENGINEER
Hicksville-Spencerville Road (CR107) Reconstruction-Rural
	Bid Date	5/29/2008
	Engineer's Estimate:	OPTION #1		$                        395,968.13
		OPTION #2		$                        408,863.13
				Brooks Construction Company, Inc.		Gerken Paving, Inc.
				Fort Wayne IN		Napoleon OH
Item	Description	Quantity	Units	Unit Cost	Total Cost	Unit Cost	Total Cost
	ROADWAY
202	Pavement Removal	5334	Sq. Yd.	$           2.00	$        10,668.00	$           1.70	$         9,067.80
203	Excavation, As Per Plan	6098	Cu. Yd.	$          10.00	$        60,980.00	$           8.70	$        53,052.60
203	Embankment	8016	Cu. Yd.	$           5.00	$        40,080.00	$          11.00	$        88,176.00
204	Subgrade Compaction	9073	Sq. Yd.	$           0.30	$         2,721.90	$           1.00	$         9,073.00
	PAVEMENT
301	Asphalt Concrete Base	2298	Ton	$          40.00	$        91,920.00	$          53.00	$      121,794.00
304	Aggregate Base	2498	Ton	$          17.00	$        42,466.00	$          21.00	$        52,458.00
408	Prime Coat	2310	Gal	$           1.75	$         4,042.50	$           2.00	$         4,620.00
407	Tack Coat	660	Gal	$           2.00	$         1,320.00	$           1.20	$            792.00
411	Stabilized Crushed Aggregate	674	Ton	$          21.00	$        14,154.00	$          20.75	$        13,985.50
448	Asphalt Concrete Intermediate Course Type 2 PG64-22	458	Ton	$          57.00	$        26,106.00	$          56.00	$        25,648.00
	MISCELLANEOUS
614	Maintaining Traffic	1	Lump	$   10,011.60	$        10,011.60	$     2,000.00	$         2,000.00
624	Mobilization	1	Lump	$   19,000.00	$        19,000.00	$     6,300.00	$         6,300.00
				TOTAL "A"	$      323,470.00	TOTAL "A"	$      386,966.90
	WIDENING
	OPTION #1
203 Special	Excavation & Subgrade Compaction for Widening, As Per Plan	4900	Foot	$           4.00	$        19,600.00	$           1.60	$         7,840.00
452 Special	Concrete for Widening, As Per Plan	389	Cu. Yd.	$        145.00	$        56,405.00	$        166.00	$        64,574.00
				TOTAL "B"	$        76,005.00	TOTAL "B"	$        72,414.00
	OPTION #2
203 Special	Excavation & Subgrade Compaction for Widening, As Per Plan	4900	Foot	$           4.00	$        19,600.00	$           1.55	$         7,595.00
301 Special	Asphalt Concrete Base - Widening As Per Plan	778	Ton	$          50.21	$        39,063.38	$          55.25	$        42,984.50
				TOTAL "C"	$        58,663.38	TOTAL "C"	$        50,579.50
		TOTAL	Option 1	"A" + "B"	$ 399,475.00	"A" + "B"	$ 459,380.90
			Option 2	"A" + "C"	$ 382,133.38	"A" + "C"	$ 437,546.40