DEFIANCE COUNTY ENGINEER
Hicksville-Spencerville Road (CR107) Reconstruction-Urban
Bid Date 5/29/2008
Engineer's Estimate: OPTION #1  $                        278,009.74
OPTION #2  $                        278,406.51
 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 Removed 2680 Sq. Yd.  $           3.00  $         8,040.00  $           1.70  $         4,556.00
203 Excavation, As Per Plan 2618 Cu. Yd.  $          20.00  $        52,360.00  $          16.00  $        41,888.00
203 Embankment 649 Cu. Yd.  $           7.00  $         4,543.00  $          16.00  $        10,384.00
204 Subgrade Compaction 4548 Sq. Yd.  $           0.65  $         2,956.20  $           1.00  $         4,548.00
  PAVEMENT            
301 Asphalt Concrete Base 783 Tons  $          42.00  $        32,886.00  $          53.00  $        41,499.00
304 Aggregate Base 2163 Tons  $          18.00  $        38,934.00  $          21.00  $        45,423.00
407 Tack Coat 1017 Gal  $           2.00  $         2,034.00  $           1.20  $         1,220.40
408 Prime Coat 1111 Gal  $           1.75  $         1,944.25  $           2.00  $         2,222.00
448 Asphalt Concrete Surface Course Type 1 PG64-22 572 Tons  $          61.00  $        34,892.00  $          62.00  $        35,464.00
448 Asphalt Concrete Intermediate Course Type 2 PG64-22 572 Tons  $          51.00  $        29,172.00  $          55.00  $        31,460.00
448 Asphalt Concrete Leveling Course Type 2 PG64-22 652 Tons  $          53.00  $        34,556.00  $          55.00  $        35,860.00
609 Curb, Type 3 358 Foot  $          27.00  $         9,666.00  $          16.50  $         5,907.00
  MISCELLANEOUS            
614 Maintaining Traffic 1 Lump  $   11,038.35  $        11,038.35  $     2,000.00  $         2,000.00
624 Mobilization 1 Lump  $   15,000.00  $        15,000.00  $     6,750.00  $         6,750.00
         TOTAL "A"   $      278,021.80  TOTAL "A"   $      269,181.40
  WIDENING            
  OPTION #1            
203 Special Excavation & Subgrade Compaction for Widening, As Per Plan 3968 Foot  $           3.65  $        14,483.20  $           2.55  $        10,118.40
451 Special Concrete for Widening, As Per Plan 276 Cu. Yd.  $        125.00  $        34,500.00  $        178.40  $        49,238.40
         TOTAL "B"   $        48,983.20  TOTAL "B"   $        59,356.80
  OPTION #2            
203 Special Excavation & Subgrade Compaction for Widening, As Per Plan 3968 Foot  $           3.65  $        14,483.20  $           2.75  $        10,912.00
301 Special Asphalt Concrete Base 179 Tons  $          46.40  $         8,305.60  $          64.50  $        11,545.50
304 Aggregate Base 464 Tons  $          16.00  $         7,424.00  $          28.00  $        12,992.00
         TOTAL "C"   $        30,212.80  TOTAL "C"   $        35,449.50
TOTAL Option 1 "A" + "B"  $ 327,005.00 "A" + "B"  $ 328,538.20
  Option 2 "A" + "C"  $ 308,234.60 "A" + "C"  $ 304,630.90