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					                                                        TRANSPORTATION CABINET                                               PAGE    1
     COUNTY   *   BOONE                    06           DEPARTMENT OF HIGHWAYS              LENGTH OF PROJECT *              MILES
PROJECT NO.   *   CM 3002 (104)                       UNIT TABULATION OF BIDDERS          TIME FOR COMPLETION * 12/31/2003
       ROAD   *   I 75                                                                           PROJECT CODE * 03-0001
       TYPE   *   REF MARKERS, OHEAD VAR MESSAGE SIGNS, VID CAMS, & WEATHER IN

                                                               DATE   01-17-03

     1 APEX CONTRACTING INC                       $   628,199.30      4                                            $
     2 ARROW ELECTRIC COMPANY INC                 $   805,109.00      5                                            $
     3                                            $                   6                                            $
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ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID

 1   SITE PREPARATION                        2.000   EACH       2450.0000    20000.0000
 2   MAINTAIN AND CONTROL TRAFFIC            1.000   LP SUM    36000.0000    20000.0000
 3   POLE BASE                               2.000   EACH       3000.0000     5000.0000
 4   CONDUIT-3/4 INCH                      694.000   LIN FT        1.2000        8.0000
 5   CONDUIT-2 INCH                        734.000   LIN FT        1.5000       12.0000
 6   JUNCTION BOX                            3.000   EACH        600.0000      850.0000
 7   TRENCHING AND BACKFILLING             655.000   LIN FT        5.0000        6.0000
 8   WIRE-NO. 12                           500.000   LIN FT        0.3500        1.0000
 9   WIRE-NO. 8                           1100.000   LIN FT        0.4500        1.0000
10   WIRE-NO. 2                           1125.000   LIN FT        1.0200        1.0000
11   POLE-35 FT WOODEN                       1.000   EACH        590.0000      785.0000
12   ELECTRICAL SERVICE                      2.000   EA         1200.0000     2500.0000
13   TELEPHONE SERVICE                       2.000   EA         1350.0000     2500.0000
14   REFERENCE MARKER                      160.000   EA           60.0000      250.0000
15   BARRIER MOUNTING BRACKET               80.000   EA          105.0000      450.0000
16   STEEL POST TYPE 2                     440.000   LIN FT        2.0000        6.0000
17   CLASS A CONCRETE FOR SIGNS             64.000   CU YD       400.0000      600.0000
18   STEEL REINFORCEMENT FOR SIGNS        4727.000   LB            1.0000        4.0000
19   ROADWAY CROSS SECTION                   2.000   EACH        800.0000     2500.0000
20   OSS 100' GALV STEEL (VMS)               2.000   EACH      68300.0000   100000.0000
21   REM & REPLACE MED BARR                  2.000   EACH      24000.0000    18500.0000
22   POLE 50' W/LOWERING DEVICE              2.000   EACH      16000.0000    17963.0000
23   WINCH LOWERING TOOL                     1.000   EACH       3250.0000     3000.0000
24   CAMERA INTERFACE BOX                    2.000   EACH       1450.0000     1600.0000
25   CCTV ASSEMBLY                           2.000   EACH       5170.0000     4500.0000
26   CCTV KEYBOARD CONTROLLER                1.000   EACH       1400.0000     2500.0000
27   VIDEO TRANSMISSION SYSTEM               2.000   EACH      13000.0000     1800.0000
28   CCTV CONTROL CABLE (1000FT)             1.000   EACH       3980.0000     6500.0000
29   RWIS TOWER                              1.000   EACH       4000.0000     7585.0000
30   RWIS EQUIPMENT                          1.000   EACH      19235.0000    15000.0000
31   DYNAMIC MESSAGE SIGN 3X24               2.000   EACH     104800.0000   100000.0000
32   ENCLOSURE MODEL 334                     2.000   EACH       3315.0000     5600.0000
33   TELEPHONE CABLE                      1100.000   LIN FT        1.7000        3.0000
                                                       TRANSPORTATION CABINET                                             PAGE   2
     COUNTY   *   BOONE                    06           DEPARTMENT OF HIGHWAYS           LENGTH OF PROJECT *               MILES
PROJECT NO.   *   CM 3002 (104)                       UNIT TABULATION OF BIDDERS       TIME FOR COMPLETION * 12/31/2003
       ROAD   *   I 75                                                                        PROJECT CODE * 03-0001
       TYPE   *   REF MARKERS, OHEAD VAR MESSAGE SIGNS, VID CAMS, & WEATHER IN

                                                            DATE   01-17-03

     1 APEX CONTRACTING INC                       $   628,199.30      4                                            $
     2 ARROW ELECTRIC COMPANY INC                 $   805,109.00      5                                            $
     3                                            $                   6                                            $
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID

34   PHONE LINE SHARING DEVICE               1.000 EACH      571.0000     7000.0000
35   DEMOBILIZATION                          1.000 LP SUM   9600.0000    15000.0000


36   TOTAL BID                                              628199.30     805109.00
                                                     TRANSPORTATION CABINET                                             PAGE   3
     COUNTY   *   KENTON                   06         DEPARTMENT OF HIGHWAYS             LENGTH OF PROJECT *      2.5200 KILOMETERS
PROJECT NO.   *   STPM 8122 (20)                    UNIT TABULATION OF BIDDERS         TIME FOR COMPLETION * 05/01/2004
       ROAD   *   KY 1303                                                                     PROJECT CODE * 03-0002
       TYPE   *   GRADE, DRAIN, & ASPHALT SURFACE

                                                          DATE   01-17-03

     1 EATON ASPHALT PAVING CO INC AND            $ 7,515,984.86      4 BARRETT PAVING MATERIALS INC               $ 8,042,212.39
     2 THE W L HARPER CO & BLUEGRASS PAVING INC $ 7,549,719.99        5 FAULKNER CONSTRUCTION LLC                  $ 8,250,000.00
     3 CENTRAL ROCK MINERAL COMPANY LLC           $ 7,730,562.99      6                                            $
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID

 1   ROADWAY EXCAVATION             100268.000 CU M          6.6300        6.0000      6.4300     10.2000      10.5000
 2   GRANULAR EMBANKMENT                 9.000 CU M         98.0000       36.7000     50.0000     50.0000     120.0000
 3   WATER                           10000.000 CU M          0.5500        0.4400      0.0100      0.1000       0.0100
 4   CONCRETE-CLASS A                    2.860 CU M       1075.0000     1271.0000   1095.0000   4000.0000    1000.0000
 5   STEEL REINFORCEMENT                98.000 KG            5.0000        0.8700      2.2000      0.5000       1.0000
 6   SAFELOADING                         6.300 CU M        215.0000      150.0000    155.0000    260.0000     200.0000
 7   PAVE STRIPING-TEMP PAINT-100MM 22174.000 METER          0.5000        0.5600      0.4400      0.4400       0.4500
 8   PAVE STRIPING-PERM PAINT-100MM 15098.000 METER          0.4500        0.5200      0.4100      0.4100       0.4500
 9   PAVE STRIPING-PERM PAINT-150MM    854.000 METER         1.0000        0.6100      0.9500      0.9500       1.0000
10   PAVE STRIPING REMOVAL-100 MM     8000.000 METER         1.3000        1.3000      1.2000      1.2000       1.2000
11   PAVE MRKG-THERMO STOP BAR-300     209.000 METER        16.8500        3.6000     15.6800     15.6800      16.0000
12   PAVE MRKG-DOTTED LANE EXTEN        44.000 METER         1.3500        3.6000      1.2500      1.2500       1.2500
13   PAVE MRKG-PREF THERM STR ARROW      1.000 EACH        100.0000       94.3000     75.0000     75.0000      75.0000
14   PAVE MRKG-PRE THERM CURV ARROW     58.000 EACH         75.0000       61.1000     70.0000     70.0000      70.0000
15   PAVE MRKG-PRE THERM COMB ARROW      1.000 EACH        120.0000      111.0000    110.0000    110.0000     110.0000
16   PAVE MRKG-PREF THERMO "ONLY"        9.000 EACH        100.0000       90.7000     95.0000     95.0000      90.0000
17   PAVE MRKG-BICYCLE SYMBOL           23.000 EACH        172.0000       75.1000    160.0000    160.0000     160.0000
18   PAVEMENT MARKER TY IVA-MW TEMP     41.000 EACH          5.0000        6.1000      4.5000      4.5000       4.0000
19   PAVEMENT MARKER TY IVA-BY TEMP    931.000 EACH          4.8000        5.4000      4.5000      4.5000       4.0000
20   PAVEMENT MARKER TYPE V - M W      326.000 EACH         17.7500       24.9000     16.5000     16.5000      16.5000
21   PAVEMENT MARKER TYPE V - B Y      449.000 EACH         17.7500       24.9000     16.5000     16.5000      16.5000
22   FLASHING ARROW                      2.000 EACH        535.0000     1586.0000   1720.0000   2050.0000    2000.0000
23   SIGNS                             174.000 SQ M         52.0000       50.9000    100.0000     48.4500      80.0000
24   LANE CLOSURE                       11.000 EA          580.0000      449.0000   1250.0000    650.0000    1500.0000
25   REMOVING PAVEMENT                1058.000 SQ M          4.3500        5.4000      3.1800     12.0000       5.0000
26   PLUGGING PIPE                       1.000 EACH        970.0000      400.0000    360.0000    525.0000     400.0000
27   CLEAN SINKHOLE                      5.000 EACH       1600.0000      779.0000    700.0000    525.0000     800.0000
28   PLUGGING WATER WELL                 1.000 EACH       1600.0000      898.0000   1120.0000   2275.0000    1000.0000
29   CULVERT PIPE-300 MM                 1.350 METER       920.0000      297.0000    826.0000    255.0000     600.0000
30   CULVERT PIPE-375 MM                 8.870 METER       110.0000      129.0000    115.7500    160.0000     100.0000
31   CULVERT PIPE-1050 MM               26.480 METER       240.0000      270.0000    236.2500    172.0000     220.0000
32   CULVERT PIPE-1500 MM               10.670 METER       393.0000      754.0000   1098.2500    500.0000     510.0000
33   CULVERT PIPE-250MM                 13.040 METER       540.0000      175.0000    276.7500     75.0000     300.0000
                                                     TRANSPORTATION CABINET                                             PAGE   4
     COUNTY   *   KENTON                   06         DEPARTMENT OF HIGHWAYS             LENGTH OF PROJECT *      2.5200 KILOMETERS
PROJECT NO.   *   STPM 8122 (20)                    UNIT TABULATION OF BIDDERS         TIME FOR COMPLETION * 05/01/2004
       ROAD   *   KY 1303                                                                     PROJECT CODE * 03-0002
       TYPE   *   GRADE, DRAIN, & ASPHALT SURFACE

                                                          DATE   01-17-03

     1 EATON ASPHALT PAVING CO INC AND            $ 7,515,984.86      4 BARRETT PAVING MATERIALS INC               $ 8,042,212.39
     2 THE W L HARPER CO & BLUEGRASS PAVING INC $ 7,549,719.99        5 FAULKNER CONSTRUCTION LLC                  $ 8,250,000.00
     3 CENTRAL ROCK MINERAL COMPANY LLC           $ 7,730,562.99      6                                            $
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ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID

34   STORM SEWER PIPE-300 MM            21.270 METER       115.0000      113.0000     86.0000    120.0000     120.0000
35   STORM SEWER PIPE-375 MM            57.000 METER        95.0000      139.0000    114.7500     96.0000     100.0000
36   STORM SEWER PIPE-450 MM          2140.000 METER        90.0000      106.0000    136.2500    110.0000     150.0000
37   STORM SEWER PIPE-600 MM           810.690 METER       117.0000      119.0000    127.7500    115.0000     150.0000
38   STORM SEWER PIPE-750 MM           473.000 METER       172.0000      221.0000    226.0000    150.0000     200.0000
39   STORM SEWER PIPE-1050 MM          385.200 METER       220.0000      326.0000    180.5000    155.0000     220.0000
40   ENTRANCE PIPE-375 MM               24.400 METER       135.0000      103.0000     82.0000     45.0000     120.0000
41   ENTRANCE PIPE-450 MM               37.100 METER       120.0000      113.0000     86.0000     65.0000     120.0000
42   PERFORATED PIPE-100 MM           5102.000 METER        14.5000        9.2000     12.5000     13.5000      15.0000
43   NON-PERFORATED PIPE-100 MM        147.840 METER        34.0000       30.0000     30.5000     32.0000      35.0000
44   PERFORATED PIPE-200 MM            101.000 METER        21.0000       31.2000     36.5000     19.5600      20.0000
45   NON-PERFORATED PIPE-200 MM         40.000 METER        24.5000       37.2000     42.5000     38.0400      20.0000
46   PERF PIPE HEADWALL TY 1-200 MM      1.000 EACH        550.0000      939.0000    470.0000    792.9600     300.0000
47   PERF PIPE HEADWALL TY 2-200 MM      1.000 EACH        550.0000      939.0000    500.0000    809.7200     350.0000
48   PERF PIPE HEADWALL TY 3-200 MM      1.000 EACH        550.0000      969.0000    530.0000    842.3300     380.0000
49   CURB BOX INLET TYPE A              80.000 EACH       2400.0000     2516.0000   3035.0000   3200.0000    3000.0000
50   DROP BOX INLET TYPE 1               9.000 EACH       1800.0000     2017.0000   2525.0000   2150.0000    2200.0000
51   DROP BOX INLET TYPE 3               1.000 EACH       1800.0000     2116.0000   2625.0000   2325.0000    2200.0000
52   DROP BOX INLET TYPE 7               3.000 EACH       3450.0000     3883.0000   3350.0000   2450.0000    2400.0000
53   DROP BOX INLET TYPE 11              6.000 EACH       1890.0000     1575.0000   1755.0000   1850.0000    1500.0000
54   DROP BOX INLET TYPE 12              6.000 METER       230.0000      343.0000    500.0000   4000.0000     500.0000
55   SLOPED BOX OUTLET TY 1-375 MM       1.000 EACH       1290.0000     1299.0000   1250.0000   1000.0000    1500.0000
56   SLOPED BOX OUTLET TY 1-450 MM       4.000 EACH       1290.0000     1299.0000   1500.0000   1000.0000    1500.0000
57   SLOPED BOX OUTLET TY 1-600 MM       1.000 EACH       1510.0000     1712.0000   1500.0000   1350.0000    2000.0000
58   S & F BOX INLET-OUTLET-600 MM       1.000 EACH       2100.0000     2459.0000   2200.0000   1950.0000    2500.0000
59   S & F BOX INLET-OUTLET-750 MM       1.000 EACH       2700.0000     3213.0000   3000.0000   2750.0000    3500.0000
60   JUNCTION BOX-450 MM                 2.000 EACH       1200.0000     1193.0000   1000.0000   1650.0000    1400.0000
61   PAVED DITCH TYPE 1                 35.100 SQ M         52.0000       81.4000     80.0000    130.0000     100.0000
62   MANHOLE TYPE A                      9.000 EACH       2000.0000     1696.0000   1500.0000   2300.0000    1800.0000
63   MANHOLE TYPE C                      2.000 EACH       3600.0000     4051.0000   3500.0000   4400.0000    3700.0000
64   SEEDING AND PROTECTION         105098.000 SQ M          0.4000        0.4000      0.3500      0.4200       0.3600
65   TEMP SEEDING AND PROTECTION     14000.000 SQ M          0.3000        0.3400      0.2800      0.3500       0.4000
66   SODDING                         35000.000 SQ M          3.6500        3.8000      3.4000      4.8900       3.4000
                                                        TRANSPORTATION CABINET                                              PAGE   5
     COUNTY   *   KENTON                   06            DEPARTMENT OF HIGHWAYS              LENGTH OF PROJECT *      2.5200 KILOMETERS
PROJECT NO.   *   STPM 8122 (20)                       UNIT TABULATION OF BIDDERS          TIME FOR COMPLETION * 05/01/2004
       ROAD   *   KY 1303                                                                         PROJECT CODE * 03-0002
       TYPE   *   GRADE, DRAIN, & ASPHALT SURFACE

                                                             DATE   01-17-03

     1 EATON ASPHALT PAVING CO INC AND            $ 7,515,984.86      4 BARRETT PAVING MATERIALS INC               $ 8,042,212.39
     2 THE W L HARPER CO & BLUEGRASS PAVING INC $ 7,549,719.99        5 FAULKNER CONSTRUCTION LLC                  $ 8,250,000.00
     3 CENTRAL ROCK MINERAL COMPANY LLC           $ 7,730,562.99      6                                            $
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ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID

67   TOPDRESSING FERTILIZER                 7.900   M TON      580.0000     649.0000     540.0000     440.0000     540.0000
68   EROSION CONTROL BLANKET             3058.000   SQ M         1.7500       1.9000       1.6000       1.9000       1.8000
69   SILT TRAP TYPE B                       2.000   EACH       540.0000     510.0000     325.0000     340.0000     300.0000
70   CLEAN SILT TRAP TYPE B                 6.000   EACH       400.0000     211.0000      80.0000     112.0000      50.0000
71   SILT CHECK                            93.000   EACH        80.0000     157.0000     100.0000     138.0000     100.0000
72   CLEAN SILT CHECK                     279.000   EACH        32.0000      39.3000      35.0000     125.0000      20.0000
73   TEMPORARY SILT FENCE                1806.000   METER        7.0000       6.4000       6.1000       3.2000       6.0000
74   CLEAN TEMPORARY SILT FENCE          5418.000   METER        4.8000       1.6000       1.4500       3.0000       1.0000
75   CHANNEL LINING CLASS II              217.000   M TON       21.0000      23.6000      20.4000      35.0000      22.0000
76   CHANNEL LINING CLASS III             523.000   M TON       21.0000      22.9000      21.7500      35.7500      23.0000
77   FABRIC-GEOTEXTILE TYPE IV           2951.000   SQ M         2.0000       1.4000       1.3500       2.0000       2.0000
78   R/W MARKER MUNICIPAL TYPE 1           92.000   EACH        65.0000      67.9000      60.0000      67.1000      70.0000
79   R/W MARKER MUNICIPAL TYPE 1A           6.000   EACH        54.0000      64.3000      50.0000      53.0000      60.0000
80   SEGMENTAL BLOCK RETAINING WALL        13.200   SQ M       540.0000     447.0000     400.0000     385.0000     450.0000
81   RETAINING WALL                        88.000   SQ M       270.0000     363.0000     400.0000     400.0000     300.0000
82   CONCRETE BARRIER                      35.000   METER      320.0000     642.0000     700.0000     660.0000     150.0000
83   HANDRAIL, HIGH STRENGTH               35.000   METER      380.0000     534.0000     445.0000     460.0000     450.0000
84   WALL                                   1.000   LP SUM   30000.0000   85920.0000   67450.0000   75210.0000   32000.0000
85   STANDARD CURB AND GUTTER            5650.510   METER       35.0000      45.9000      45.6000      41.5000      28.0000
86   STANDARD INTEGRAL CURB               560.220   METER       11.0000      39.3000      33.0000      26.2500      20.0000
87   EDGE KEY                              83.560   METER       71.0000      57.4000      57.4000      45.2100      40.0000
88   SIDEWALK-100 MM CONCRETE            8028.100   SQ M        32.0000      28.1000      26.3000      29.5000      23.0000
89   CEM CONC ENT PAVEMENT-200 MM        1693.900   SQ M        42.0000      47.8000      62.8500      43.5000      52.0000
90   PCC PAVEMENT-150 MM NON-REINF       2301.000   SQ M        37.0000      40.6000      52.7500      35.2500      34.0000
91   PCC PAVEMENT-200 MM NON-REINF       3119.000   SQ M        43.0000      45.1000      57.0000      41.1500      38.0000
92   CRUSHED AGGREGATE SIZE NO 2            3.000   M TON      240.0000      30.9000     125.0000      32.6100     100.0000
93   D G A BASE                         22277.000   M TON       12.5000      13.0000      14.3000      15.6100      16.0000
94   TRAFFIC BOUND BASE                 15000.000   M TON       13.9000       4.0000      14.3000      10.3300      14.0000
95   LEVELING AND WEDGING PG64-22        1254.000   M TON       42.5000      48.0000      48.0000      41.1100      37.0000
96   ASPHALT CURING SEAL                  126.000   M TON      220.0000     235.0000     234.8800     271.7200     250.0000
97   DRAINAGE BLANKET-TYPE II-ASPH      13339.000   M TON       28.2000      28.8000      28.7500      24.8400      25.0000
98   LIME STABILIZED ROADBED            62974.000   SQ M         1.9000       1.9000       1.7300       1.5000       1.8000
99   LIME                                1335.000   M TON       97.0000     102.0000      90.7500      90.0000      90.0000
                                                       TRANSPORTATION CABINET                                                  PAGE   6
     COUNTY   *   KENTON                   06           DEPARTMENT OF HIGHWAYS                  LENGTH OF PROJECT *      2.5200 KILOMETERS
PROJECT NO.   *   STPM 8122 (20)                      UNIT TABULATION OF BIDDERS              TIME FOR COMPLETION * 05/01/2004
       ROAD   *   KY 1303                                                                            PROJECT CODE * 03-0002
       TYPE   *   GRADE, DRAIN, & ASPHALT SURFACE

                                                             DATE   01-17-03

     1 EATON ASPHALT PAVING CO INC AND            $ 7,515,984.86      4 BARRETT PAVING MATERIALS INC               $ 8,042,212.39
     2 THE W L HARPER CO & BLUEGRASS PAVING INC $ 7,549,719.99        5 FAULKNER CONSTRUCTION LLC                  $ 8,250,000.00
     3 CENTRAL ROCK MINERAL COMPANY LLC           $ 7,730,562.99      6                                            $
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID

100   SAND FOR BLOTTER                    170.000   M TON        13.0000       17.1000       17.1300       19.5600       16.0000
101   CL1 ASPH BASE 19.0D PG64-22         791.000   M TON        60.5000       35.8000       35.7500       48.2700       44.0000
102   CL2 ASPH BASE 19.0D PG64-22        2920.000   M TON        36.6000       34.4000       34.4000       45.9400       42.5000
103   CL3 ASPH BASE 19.0D PG64-22       27188.000   M TON        33.6000       31.1000       31.1200       31.0600       31.1600
104   CL3 ASPH BASE 19.0D PG76-22        9955.000   M TON        35.2500       31.5000       31.4900       35.7600       36.5000
105   CL1 ASPH SURF 9.50D PG64-22         394.000   M TON        91.7500       59.6000       59.6400       41.3000       42.6000
106   CL2 ASPH SURF 9.50C PG64-22         878.000   M TON        48.0000       40.0000       40.0000       41.3000       45.0000
107   CL3 ASPH SURF 12.5A PG76-22        5568.000   M TON        41.0000       43.3000       43.2500       45.1100       45.0000
108   CLEARING AND GRUBBING                 1.000   LP SUM   131021.0000   170590.0000   100000.0000   200000.0000   275000.0000
109   STAKING                               1.000   LP SUM    60000.0000    80000.0000    70650.0000    70000.0000    60000.0000
110   MAINTAIN AND CONTROL TRAFFIC          1.000   LP SUM    50000.0000    44400.0000    72500.0000   142000.0000    40000.0000
111   DIVERSIONS (BY-PASS DETOURS)          1.000   LP SUM     5300.0000     3368.0000    17535.0000    30000.0000    40000.0000
112   RECONSTRUCTING MANHOLE                2.000   EACH       1060.0000     1140.0000     2250.6500     1500.0000     1000.0000
113   ADJUST MANHOLE FRAME TO GRADE         2.000   EACH        540.0000      570.0000      476.2300      385.0000      500.0000
114   REPLACE MANHOLE                       1.000   EACH       3052.0000     2849.0000     2343.7800     2500.0000     2000.0000
115   FILLING AND CAPPING MANHOLE          11.000   EACH        350.0000      370.0000      486.7800      450.0000      400.0000
116   SANITARY SEWER MANHOLE               19.000   EACH       2150.0000     2279.0000     2305.4000     2500.0000     2000.0000
117   TAP MANHOLE                           1.000   EACH        540.0000      570.0000     1451.6800      500.0000      600.0000
118   TAP PUMP STATION                      1.000   EACH        540.0000      570.0000     3505.8100      500.0000      600.0000
119   PVC PIPE-200 MM                     461.000   METER       167.0000      177.0000      201.2900      142.0000      180.0000
120   DUCTILE IRON PIPE-200 MM            200.000   METER       204.0000      217.0000      298.0400      185.0000      225.0000
121   PVC TEE                               9.000   EACH         43.0000       45.6000       55.0800      135.0000      120.0000
122   DI TEE                                1.000   EACH        295.0000      313.0000      423.3200      340.0000      250.0000
123   PLUGGING PIPE                         2.000   EACH        160.0000      171.0000      207.9100      450.0000      100.0000
124   PLUGGING PIPE                         1.000   EACH        270.0000      285.0000      206.6900      450.0000      100.0000
125   PVC PIPE-100 MM                      10.000   METER       107.0000      114.0000      112.4100       33.0000      300.0000
126   CONCRETE ENCASEMENT                   3.000   METER       270.0000      285.0000      711.3800      300.0000      800.0000
127   DUCTILE IRON PIPE-150 MM             25.000   METER       160.0000      171.0000      158.8000      205.0000      385.0000
128   DUCTILE IRON PIPE-200 MM            784.000   METER       150.0000      158.0000      191.1800      140.5000      210.0000
129   DUCTILE IRON PIPE-300 MM           1442.000   METER       176.0000      178.0000      151.1600      146.0000      200.0000
130   DUCTILE IRON PIPE-400 MM            165.000   METER       204.0000      217.0000      256.7500      150.0000      260.0000
131   ANCHORING TEE & BLOCK                 5.000   EACH        270.0000      285.0000      858.4500      165.0000      580.0000
132   ANCHORING TEE & BLOCK                 8.000   EACH        376.0000      399.0000     1014.1800      230.0000      690.0000
                                                        TRANSPORTATION CABINET                                             PAGE   7
     COUNTY   *   KENTON                   06            DEPARTMENT OF HIGHWAYS             LENGTH OF PROJECT *      2.5200 KILOMETERS
PROJECT NO.   *   STPM 8122 (20)                       UNIT TABULATION OF BIDDERS         TIME FOR COMPLETION * 05/01/2004
       ROAD   *   KY 1303                                                                        PROJECT CODE * 03-0002
       TYPE   *   GRADE, DRAIN, & ASPHALT SURFACE

                                                             DATE   01-17-03

     1 EATON ASPHALT PAVING CO INC AND            $ 7,515,984.86      4 BARRETT PAVING MATERIALS INC               $ 8,042,212.39
     2 THE W L HARPER CO & BLUEGRASS PAVING INC $ 7,549,719.99        5 FAULKNER CONSTRUCTION LLC                  $ 8,250,000.00
     3 CENTRAL ROCK MINERAL COMPANY LLC           $ 7,730,562.99      6                                            $
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID

133   TEE & BLOCK                            7.000   EACH     376.0000      399.0000    909.5200    345.0000    690.0000
134   TEE & BLOCK                            2.000   EACH     429.0000      456.0000   1525.9100    370.0000    750.0000
135   DI CROSS                               1.000   EACH     537.0000      570.0000   1520.0400   1025.0000   1300.0000
136   GATE VALVE-150 MM                     14.000   EACH     699.0000      741.0000    723.1400    365.0000    850.0000
137   GATE VALVE-200 MM                     13.000   EACH     859.0000      912.0000    895.8300    500.0000   1200.0000
138   GATE VALVE-300 MM                     17.000   EACH    1182.0000     1254.0000   1462.6800    875.0000   1850.0000
139   BEND & BLOCK                          14.000   EACH     215.0000      228.0000    510.4100    115.0000    275.0000
140   BEND & BLOCK                          25.000   EACH     268.0000      285.0000    451.8600    130.0000    300.0000
141   BEND & BLOCK                          46.000   EACH     322.0000      342.0000    520.4300    170.0000    500.0000
142   BEND & BLOCK                           4.000   EACH     490.0000      513.0000   1117.6900    280.0000   1000.0000
143   REDUCER                                8.000   EACH     270.0000      285.0000    357.8600     50.0000    300.0000
144   TIE-IN, 150 MM                        10.000   EACH    2000.0000     2051.0000    567.6400    975.0000    750.0000
145   TIE-IN, 200 MM                         4.000   EACH    2500.0000     2507.0000   1220.1600   1000.0000    750.0000
146   TIE-IN, 300 MM                        25.000   EACH    2600.0000     2792.0000   1038.4000   1050.0000   1100.0000
147   TIE-INS                                2.000   EACH    3500.0000     3704.0000   2606.3200   1150.0000   1600.0000
148   RELOCATE FIRE HYDRANT                 14.000   EA      1290.0000     1367.0000    851.3100   1950.0000   1000.0000
149   RELOCATE WATER METER                  43.000   EACH     375.0000      399.0000    345.3200    680.0000    400.0000
150   RECONNECT TO MAIN                     52.000   EACH     270.0000      285.0000    292.1600    600.0000    500.0000
151   RECONNECT EXISTING SERVICE            52.000   EACH     215.0000      228.0000    132.8100    600.0000    200.0000
152   COPPER PIPE-19 MM                    881.000   METER     59.0000       62.7000    103.8500     52.0000     45.0000
153   PLUG & BLOCK                           1.000   EACH     220.0000      228.0000    613.7600    100.0000    300.0000
154   PLUG & BLOCK                           2.000   EACH     300.0000      285.0000    507.0700    105.0000    300.0000
155   PLUG & BLOCK                           1.000   EACH     400.0000      399.0000    654.9300    120.0000    500.0000
156   ADJUSTING WATER VALVE                 10.000   EACH     200.0000      171.0000    269.4800    335.0000    750.0000
157   ADJUSTING WATER METER                 15.000   EACH     200.0000      171.0000    202.5200    725.0000    350.0000
158   ADJUSTING FIRE HYDRANT                 5.000   EACH     910.0000      969.0000    678.6700    375.0000    950.0000
159   TAPPING SLEEVE AND VALVE               2.000   EACH    3760.0000     3988.0000   2573.5900   2000.0000   5300.0000
160   AIR RELEASE VALVE                      5.000   EACH    1128.0000     1197.0000    998.2500    805.0000   2000.0000
161   GAS LINE-50 MM                       131.000   METER    147.6400      147.6400    147.6400    147.6400    147.6400
162   GAS LINE-100 MM                      134.000   METER    147.6400      147.6400    147.6400    147.6400    147.6400
163   GAS MAIN-150 MM                     3050.000   METER     82.0000       82.0000     82.0000     82.0000     82.0000
164   GAS MAIN-200MM                        76.000   METER    164.0000      164.0000    164.0000    164.0000    164.0000
165   LOWER GAS MAIN                        42.000   METER     65.0000       65.0000     65.0000     65.0000     65.0000
                                                       TRANSPORTATION CABINET                                                  PAGE   8
     COUNTY   *   KENTON                   06           DEPARTMENT OF HIGHWAYS                  LENGTH OF PROJECT *      2.5200 KILOMETERS
PROJECT NO.   *   STPM 8122 (20)                      UNIT TABULATION OF BIDDERS              TIME FOR COMPLETION * 05/01/2004
       ROAD   *   KY 1303                                                                            PROJECT CODE * 03-0002
       TYPE   *   GRADE, DRAIN, & ASPHALT SURFACE

                                                              DATE   01-17-03

     1 EATON ASPHALT PAVING CO INC AND            $ 7,515,984.86      4 BARRETT PAVING MATERIALS INC               $ 8,042,212.39
     2 THE W L HARPER CO & BLUEGRASS PAVING INC $ 7,549,719.99        5 FAULKNER CONSTRUCTION LLC                  $ 8,250,000.00
     3 CENTRAL ROCK MINERAL COMPANY LLC           $ 7,730,562.99      6                                            $
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID

166   LONG SIDE SERVICE                    31.000   EACH        550.0000      550.0000      550.0000      550.0000      550.0000
167   SHORT SIDE SERVICE                   22.000   EACH        300.0000      300.0000      300.0000      300.0000      300.0000
168   TIE-IN, 50 MM                         3.000   EA         2000.0000     2000.0000     2000.0000     2000.0000     2000.0000
169   TIE-IN, 100 MM                        3.000   EACH       3500.0000     3500.0000     3500.0000        6.0000     3500.0000
170   TIE-IN, 150 MM                        3.000   EACH       2500.0000     2500.0000     2500.0000     2500.0000     2500.0000
171   TIE-IN, 150 MM                        7.000   EACH       4000.0000     4000.0000     4000.0000     4000.0000     4000.0000
172   TIE-IN, 200 MM                        1.000   EACH       5000.0000     5000.0000     5000.0000     5000.0000     5000.0000
173   GAS UTILTIY COORDINATION              1.000   LP SUM     9500.3300    15270.0000     9000.0000    13602.4000    12000.0000
174   MESSENGER-48.0 KN                   123.000   METER         9.6000       16.6000        9.0000        8.9300        9.0000
175   SIGNAL-203 MM                         4.000   EACH        420.0000      671.0000      420.0000      390.0000      420.0000
176   BEACON CONTROLLER-2 CIRCUIT           2.000   EACH       1300.0000     1634.0000     1100.0000     1239.0000     1100.0000
177   REMOVE SIGNAL EQUIPMENT               2.000   EACH       1560.0000      735.0000      300.0000     1450.0000      300.0000
178   INSTALL STEEL STRAIN POLE             4.000   EACH       2500.0000     2894.0000     3400.0000     2314.0000     2500.0000
179   CABLE-NO. 14/3C                      40.000   METER         5.3000       22.7000        2.5000        4.9200        2.5000
180   MOBILIZATION                          1.000   LP SUM   199807.0000   216500.0000   113000.0000   135000.0000   232964.5000
181   DEMOBILIZATION                        1.000   LP SUM   108120.8600   110000.0000   117000.0000   120000.0000   118478.3600


182   TOTAL BID                                              7515984.86    7549719.99    7730562.99    8042212.39    8250000.00
                                                       TRANSPORTATION CABINET                                              PAGE   9
     COUNTY   *   SIMPSON                  03           DEPARTMENT OF HIGHWAYS              LENGTH OF PROJECT *      0.6450 MILES
PROJECT NO.   *   BRO 5131 (6)                        UNIT TABULATION OF BIDDERS          TIME FOR COMPLETION * 08/15/2003
       ROAD   *   KY 73                                                                          PROJECT CODE * 03-0003
       TYPE   *   GRADE, DRAIN, & ASPHALT SURFACE ON BRIDGE & APPROACHES

                                                             DATE   01-17-03

     1 SCOTTY'S CONTRACTING AND STONE LLC         $   848,604.92      4                                            $
     2 GARRISON CONSTRUCTION COMPANY INC          $ 1,055,018.49      5                                            $
     3 D L BRAUGHLER COMPANY INC                  $ 1,173,230.24      6                                            $
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID

 1   STRUCTURE GRANULAR BACKFILL          164.000   CU YD      26.0000       40.0000     30.0000
 2   MASONRY COATING                      377.000   SQ YD       8.0000        9.0000      8.0000
 3   CONCRETE-CLASS A                      43.800   CU YD     255.0000      365.0000    415.0000
 4   CONCRETE-CLASS AA                    158.200   CU YD     395.0000      435.0000    585.0000
 5   CYCLOPEAN STONE RIP RAP              636.000   TON        15.0000       25.0000     23.0000
 6   PILES-STEEL HP12X53                  327.000   LIN FT     25.0000       36.0000     29.0000
 7   PILE POINTS-12 INCH                   16.000   EACH       95.0000       90.0000     90.0000
 8   TEST PILES                           109.000   LIN FT     25.0000       36.0000     29.0000
 9   STEEL REINF-EPOXY COATED           35064.000   LB          0.6000        0.8200      0.6800
10   PRECAST PC I BEAM TYPE IV            428.300   LIN FT    123.0000      138.0000    142.0000
11   STRUCTURAL STEEL 1737 LBS              1.000   LP SUM   3650.0000     4300.0000   9000.0000
12   ROADWAY EXCAVATION                 34927.000   CU YD       3.7500        7.9500      5.8000
13   GRANULAR EMBANKMENT                 1184.000   CU YD      19.0000       25.0000     16.0000
14   GUARDRAIL-STEEL W BEAM-S FACE       1575.000   LIN FT     11.0000       11.8500     12.0000
15   GUARDRAIL TERMINAL SECT NO 1           2.000   EACH       50.0000       50.0000     50.0000
16   GUARDRAIL END TREATMENT TYPE 3         1.000   EACH      600.0000      600.0000    625.0000
17   GUARDRAIL END TREATMENT TY 4A          4.000   EACH     1575.0000     1575.0000   1500.0000
18   GUARDRAIL CON TO BR END TYPE A         4.000   EACH      525.0000      620.0000    625.0000
19   TEMPORARY GUARDRAIL                  262.500   LIN FT      8.5000       14.9500     15.0000
20   REMOVING GUARDRAIL                  1290.000   LIN FT      1.7500        2.4700      3.0000
21   PAVE STRIPING-TEMP PAINT-4 IN       3091.000   LIN FT      0.2500        0.2800      0.7000
22   PAVE STRIPING-PERM PAINT-4 IN       6800.000   LIN FT      0.1800        0.2000      0.7000
23   PAVE STRIPING-TEMP REM TAPE-Y       2265.000   LIN FT      0.9800        1.0800      0.7000
24   PAVEMENT MARKER TY IVA-BY TEMP        59.000   EACH        6.2900        7.0000     40.0000
25   SIGNS                                228.000   SQ FT       7.0000        7.0000      7.0000
26   REMOVING PAVEMENT                   3422.000   SQ YD       4.8800        7.0000      7.0000
27   CULVERT PIPE-30 INCH                 110.000   LIN FT     48.0000       76.0000     55.0000
28   ENTRANCE PIPE-15 INCH                156.000   LIN FT     23.0000       32.0000     25.0000
29   ENTRANCE PIPE-18 INCH                 64.000   LIN FT     24.9000       33.0000     27.0000
30   PERFORATED PIPE-4 INCH               113.000   LIN FT      5.0000       11.0000      9.0000
31   NON-PERFORATED PIPE-4 INCH            24.000   LIN FT      5.0000       10.0000      9.0000
32   PERF PIPE HEADWALL TY 1-4 INCH         2.000   EACH      300.0000      600.0000    125.0000
33   S & F BOX INLET-OUTLET-30 INCH         4.000   EACH     2800.0000     3900.0000   3300.0000
                                                       TRANSPORTATION CABINET                                                 PAGE 10
     COUNTY   *   SIMPSON                  03           DEPARTMENT OF HIGHWAYS                 LENGTH OF PROJECT *      0.6450 MILES
PROJECT NO.   *   BRO 5131 (6)                        UNIT TABULATION OF BIDDERS             TIME FOR COMPLETION * 08/15/2003
       ROAD   *   KY 73                                                                             PROJECT CODE * 03-0003
       TYPE   *   GRADE, DRAIN, & ASPHALT SURFACE ON BRIDGE & APPROACHES

                                                              DATE   01-17-03

     1 SCOTTY'S CONTRACTING AND STONE LLC         $   848,604.92      4                                            $
     2 GARRISON CONSTRUCTION COMPANY INC          $ 1,055,018.49      5                                            $
     3 D L BRAUGHLER COMPANY INC                  $ 1,173,230.24      6                                            $
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID

34    SEEDING AND PROTECTION             23387.000   SQ YD        0.3000       0.4100        0.4500
35    TEMP SEEDING AND PROTECTION         2339.000   SQ YD        0.3500       0.7500        1.0000
36    SPECIAL SEEDING CROWN VETCH         7420.000   SQ YD        0.4000       0.3400        0.3400
37    TOPDRESSING FERTILIZER                 1.000   TON        500.0000     415.0000      425.0000
38    EROSION CONTROL BLANKET             5098.000   SQ YD        2.0000       1.6300        1.7500
39    SILT CHECK                            43.000   EACH        60.0000     120.0000      130.0000
40    CLEAN SILT CHECK                     172.000   EACH         1.0000       2.0000       33.0000
41    TEMPORARY SILT FENCE                  80.000   LIN FT       3.0000       7.0000        1.0000
42    CLEAN TEMPORARY SILT FENCE           320.000   LIN FT       0.5000       1.0000        0.4000
43    CHANNEL LINING CLASS II              385.000   TON         19.0000      22.0000       25.0000
44    CHANNEL LINING CLASS III              36.000   TON         19.0000      23.0000       25.0000
45    FABRIC-GEOTEXTILE TYPE I            2312.000   SQ YD        2.2000       2.0000        2.0000
46    R/W MARKER RURAL TYPE 1               26.000   EACH        65.0000      75.0000       75.0000
47    R/W MARKER MUNICIPAL TYPE 1            3.000   EACH        65.0000      70.0000       75.0000
48    D G A BASE                          4898.000   TON         12.5000      18.0000       21.0000
49    TRAFFIC BOUND BASE                    10.000   TON         12.5000      15.0000       17.5000
50    EMULSIFIED ASPHALT RS-2                1.800   TON        500.0000    1400.0000      425.0000
51    ASPHALT SEAL AGGREGATE                15.200   TON         95.0000      80.0000       80.0000
52    CL1 ASPH BASE 0.75D PG64-22          659.000   TON         42.6000      29.5000       45.0000
53    CL2 ASPH BASE 0.75D PG64-22         5037.000   TON         36.9500      29.5000       45.0000
54    CL1 ASPH SURF 0.38D PG64-22          295.000   TON         48.4500      31.0000       60.0000
55    CL2 ASPH SURF 0.38D PG64-22          626.000   TON         43.9500      31.0000       60.0000
56    CLEARING AND GRUBBING                  1.000   LP SUM   11780.0000   10000.0000    25000.0000
57    STAKING                                1.000   LP SUM   10750.0000   22881.0000    13500.0000
58    MAINTAIN AND CONTROL TRAFFIC           1.000   LP SUM   13500.0000   10000.0000    33500.0000
59    REMOVING EXISTING STRUCTURE            1.000   LP SUM    3500.0000   10000.0000    12500.0000
60    DIVERSIONS (BY-PASS DETOURS)           1.000   LP SUM   26740.0000   26000.0000    40000.0000
61    DEMOBILIZATION                         1.000   LP SUM   12540.9500   15591.4000    17338.3700


 62   TOTAL BID                                                848604.92    1055018.49   1173230.24
                                                       TRANSPORTATION CABINET                                              PAGE 11
     COUNTY   *   WOLFE                    10           DEPARTMENT OF HIGHWAYS              LENGTH OF PROJECT *      0.0570 MILES
PROJECT NO.   *   BRZ 1003 (163),FD52 119 1013        UNIT TABULATION OF BIDDERS          TIME FOR COMPLETION *   44 WORKING DAYS
       ROAD   *   CR 1013                                                                        PROJECT CODE * 03-0004
       TYPE   *   GRADE, DRAIN, & ASPHALT SURFACE ON BRDG & APPROACHES

                                                             DATE   01-17-03

     1 THE WALKER COMPANY OF KENTUCKY INC         $   249,340.94      4 D L BRAUGHLER COMPANY INC                  $   321,589.16
     2 FREDERICK & MAY CONSTRUCTION CO            $   318,685.64      5 GARRISON CONSTRUCTION COMPANY INC          $   328,592.29
     3 ROBERTS CONSTRUCTION COMPANY               $   319,298.44      6 JONES & BOURLAND INC                       $   334,298.26
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID

 1   STRUCTURE GRANULAR BACKFILL           19.000   CU YD      38.0000       30.0000     50.0000      35.0000      40.0000      66.0000
 2   STRUCTURE EXCAV-SOLID ROCK            69.000   CU YD      27.5000       50.0000     50.0000      20.0000      64.0000       1.0000
 3   MASONRY COATING                      249.000   SQ YD       8.0000        8.0000     10.0000       7.0000       8.0000       1.0000
 4   CONCRETE-CLASS A                     237.900   CU YD     225.0000      299.0000    380.0000     335.0000     345.0000     260.0000
 5   CONCRETE-CLASS AA                     24.300   CU YD     550.0000      575.0000    780.0000     490.0000     715.0000     760.0000
 6   CYCLOPEAN STONE RIP RAP              180.000   TON        20.0000       15.0000     23.0000      23.0000      28.0000      23.0000
 7   PILES-STEEL HP12X53                   92.000   LIN FT     85.0000       70.0000     60.0000      43.5000      83.0000      38.0000
 8   PILE POINTS-12 INCH                    5.000   EACH       60.0000      284.0000     70.0000      90.0000     127.0000     100.0000
 9   TEST PILES                            23.000   LIN FT     85.0000       13.0000     60.0000      43.5000      83.0000      40.0000
10   STEEL REINF-EPOXY COATED            2767.000   LB          1.0000        0.6500      0.7800       0.6200       0.7200       0.6800
11   STEEL REINFORCEMENT                26221.000   LB          0.3500        0.6000      0.5400       0.5800       0.5600       0.5000
12   PRECAST PC BOX BEAM CB21-48          336.000   LIN FT    145.0000      157.0000    162.0000     160.0000     163.0000     156.0000
13   GUARDRAIL-STEEL W BM-S FACE BR       100.000   LIN FT     78.2500       82.9500     82.9500      92.0000      82.9500      70.0000
14   GUARDRAIL-STEEL W BM-S FACE A        100.000   LIN FT     24.0000       26.6500     26.6500      30.0000      26.6500      27.0000
15   STRUCTURAL STEEL 578 LBS               1.000   LP SUM   2500.0000     2775.0000   2500.0000    1500.0000    1400.0000    1650.0000
16   FOUNDATION PREPARATION                 1.000   LP SUM   4500.0000    58000.0000   8000.0000   22500.0000   16250.0000   34000.0000
17   REMOVING EXISTING STRUCTURE            1.000   LP SUM   2500.0000     7500.0000   7000.0000    9200.0000    6900.0000   14700.0000
18   EMBANKMENT IN PLACE                 1014.000   CU YD      12.0000        6.2500      0.1000       6.1000       6.0000       1.0000
19   WATER                                 55.000   M GAL       1.0000        1.0000      1.0000       1.0000       1.0000       1.0000
20   GUARDRAIL-STEEL W BEAM-S FACE        250.000   LIN FT     11.9500       11.5000     11.5000      12.0000      11.5000      13.0000
21   GUARDRAIL TERMINAL SECT NO 1           1.000   EACH       40.0000       50.0000     50.0000      50.0000      50.0000      50.0000
22   GUARDRAIL END TREATMENT TYPE 1         3.000   EACH     2550.0000     2815.0000   2815.0000    2800.0000    2815.0000    2500.0000
23   GUARDRAIL END TREATMENT TYPE 7         4.000   EACH      500.0000      600.0000    600.0000     650.0000     600.0000     600.0000
24   TEMPORARY GUARDRAIL                  437.500   LIN FT      9.3000        9.3000      9.3000       9.0000       9.3000       9.0000
25   SIGNS                                273.000   SQ FT       6.0000        5.0000     10.0000       7.0000       7.0000       7.0000
26   SEEDING AND PROTECTION              2000.000   SQ YD       0.7000        0.7000      0.7000       0.7500       0.4500       0.7000
27   TEMP SEEDING AND PROTECTION          200.000   SQ YD       0.7000        0.7000      0.7000       0.7500       0.4500       0.7000
28   SILT CHECK                             2.000   EACH      150.0000       50.0000    200.0000     105.0000     115.0000     250.0000
29   CLEAN SILT CHECK                       6.000   EACH       10.0000       10.0000    100.0000      35.0000      35.0000       1.0000
30   TEMPORARY SILT FENCE                 485.000   LIN FT      2.5000        2.0000     10.0000       1.0000       6.5000       3.0000
31   CLEAN TEMPORARY SILT FENCE           970.000   LIN FT      0.1000        0.5000      1.0000       0.5000       0.2500       0.0100
32   CHANNEL LINING CLASS III              30.000   TON        25.0000       12.0000     23.0000      23.0000      28.0000      23.0000
33   EDGE KEY                              20.000   LIN FT     90.0000       90.0000     90.0000      90.0000      22.0000      90.0000
                                                       TRANSPORTATION CABINET                                                   PAGE 12
     COUNTY   *   WOLFE                    10           DEPARTMENT OF HIGHWAYS                   LENGTH OF PROJECT *      0.0570 MILES
PROJECT NO.   *   BRZ 1003 (163),FD52 119 1013        UNIT TABULATION OF BIDDERS               TIME FOR COMPLETION *   44 WORKING DAYS
       ROAD   *   CR 1013                                                                             PROJECT CODE * 03-0004
       TYPE   *   GRADE, DRAIN, & ASPHALT SURFACE ON BRDG & APPROACHES

                                                             DATE   01-17-03

     1 THE WALKER COMPANY OF KENTUCKY INC         $   249,340.94      4 D L BRAUGHLER COMPANY INC                  $   321,589.16
     2 FREDERICK & MAY CONSTRUCTION CO            $   318,685.64      5 GARRISON CONSTRUCTION COMPANY INC          $   328,592.29
     3 ROBERTS CONSTRUCTION COMPANY               $   319,298.44      6 JONES & BOURLAND INC                       $   334,298.26
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID

34    D G A BASE                          120.000   TON         40.0000      40.0000          40.0000      40.0000      37.0000      40.0000
35    TRAFFIC BOUND BASE                  112.000   TON         12.5000      12.5000          24.0000      18.0000      31.0000      20.0000
36    EMULSIFIED ASPHALT RS-2               0.800   TON       1000.0000    1000.0000        1000.0000    1000.0000    1100.0000    1000.0000
37    ASPHALT SEAL AGGREGATE                3.700   TON        290.0000     290.0000         290.0000     280.0000     305.0000     290.0000
38    CL2 ASPH BASE 0.75D PG64-22          86.000   TON         95.0000      95.0000          95.0000      95.0000     100.0000      95.0000
39    CL2 ASPH SURF 0.38D PG64-22          36.000   TON         98.0000      98.0000          98.0000      98.0000     105.0000      98.0000
40    CLEARING AND GRUBBING                 1.000   LP SUM    1250.0000     200.0000        2000.0000    2000.0000    4000.0000   23370.0000
41    STAKING                               1.000   LP SUM    1500.0000    2000.0000        2000.0000     750.0000    3700.0000    1000.0000
42    MAINTAIN AND CONTROL TRAFFIC          1.000   LP SUM    1200.0000    2000.0000        2100.0000    5000.0000    1200.0000    1000.0000
43    DIVERSIONS (BY-PASS DETOURS)          1.000   LP SUM   20000.0000    7600.0000       29000.0000   36000.0000   31750.0000   38850.0000
44    DEMOBILIZATION                        1.000   LP SUM    3684.8400    4709.6400        4718.6900    4752.5400    4856.0400    4941.0000


 45   TOTAL BID                                               249340.94        318685.64    319298.44    321589.16    328592.29    334298.26
                                                        TRANSPORTATION CABINET                                                PAGE 13
      COUNTY   *   WOLFE                    10           DEPARTMENT OF HIGHWAYS                LENGTH OF PROJECT *      0.0570 MILES
 PROJECT NO.   *   BRZ 1003 (163),FD52 119 1013        UNIT TABULATION OF BIDDERS            TIME FOR COMPLETION *   44 WORKING DAYS
        ROAD   *   CR 1013                                                                          PROJECT CODE * 03-0004
        TYPE   *   GRADE, DRAIN, & ASPHALT SURFACE ON BRDG & APPROACHES

                                                              DATE   01-17-03

     7 KAY & KAY CONTRACTING LLC                  $   338,100.00     10 BLUEGRASS CONTRACTING CORPORATION          $    419,964.08
     8 R G F INC                                  $   344,613.77     11                                            $
     9 APEX CONTRACTING INC                       $   408,793.92     12                                            $
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID    $ UNIT BID

  1   STRUCTURE GRANULAR BACKFILL           19.000   CU YD       32.5000       37.6000      68.0000      35.0000
  2   STRUCTURE EXCAV-SOLID ROCK            69.000   CU YD       75.0000       52.9500      76.0000     100.0000
  3   MASONRY COATING                      249.000   SQ YD       10.0000       10.0000       5.0000      12.0000
  4   CONCRETE-CLASS A                     237.900   CU YD      290.0000      425.0000     410.0000     475.0000
  5   CONCRETE-CLASS AA                     24.300   CU YD      525.0000      900.0000    1003.0000     975.0000
  6   CYCLOPEAN STONE RIP RAP              180.000   TON         22.0000       25.9000      26.0000      20.0000
  7   PILES-STEEL HP12X53                   92.000   LIN FT      50.0000       59.7500      53.0000      62.0000
  8   PILE POINTS-12 INCH                    5.000   EACH       100.0000      100.0000      88.0000      90.0000
  9   TEST PILES                            23.000   LIN FT      60.0000       59.7500      53.0000      90.0000
 10   STEEL REINF-EPOXY COATED            2767.000   LB           0.7300        0.8900       1.1000       0.7000
 11   STEEL REINFORCEMENT                26221.000   LB           0.6200        0.5200       0.7000       0.5800
 12   PRECAST PC BOX BEAM CB21-48          336.000   LIN FT     147.0000      132.7700     213.0000     150.0000
 13   GUARDRAIL-STEEL W BM-S FACE BR       100.000   LIN FT      82.9500       82.9500      87.1000      78.0000
 14   GUARDRAIL-STEEL W BM-S FACE A        100.000   LIN FT      26.6500       26.6500      27.5500      28.0000
 15   STRUCTURAL STEEL 578 LBS               1.000   LP SUM    4000.0000     2500.0000    3610.0000    3000.0000
 16   FOUNDATION PREPARATION                 1.000   LP SUM   15000.0000    18952.7500   47000.0000   50000.0000
 17   REMOVING EXISTING STRUCTURE            1.000   LP SUM    4000.0000     7193.2500   11000.0000    5000.0000
 18   EMBANKMENT IN PLACE                 1014.000   CU YD       10.0000       12.9100      14.5000       8.0000
 19   WATER                                 55.000   M GAL       10.0000        5.0000       0.0100       1.0000
 20   GUARDRAIL-STEEL W BEAM-S FACE        250.000   LIN FT      11.5000       11.5000      11.5500      12.5000
 21   GUARDRAIL TERMINAL SECT NO 1           1.000   EACH        50.0000       50.0000      52.5000      68.7500
 22   GUARDRAIL END TREATMENT TYPE 1         3.000   EACH      2815.0000     2815.0000    2956.0000    2700.0000
 23   GUARDRAIL END TREATMENT TYPE 7         4.000   EACH       600.0000      600.0000     630.0000     500.0000
 24   TEMPORARY GUARDRAIL                  437.500   LIN FT       9.3000        9.3000       9.7500       7.1000
 25   SIGNS                                273.000   SQ FT        8.0000       10.0000       6.3000       8.0000
 26   SEEDING AND PROTECTION              2000.000   SQ YD        0.7000        0.7000       0.7400       0.5000
 27   TEMP SEEDING AND PROTECTION          200.000   SQ YD        0.7000        0.7000       0.7000       0.5000
 28   SILT CHECK                             2.000   EACH       100.0000      100.0000      98.0000      50.0000
 29   CLEAN SILT CHECK                       6.000   EACH        25.0000       25.0000      24.0000      10.0000
 30   TEMPORARY SILT FENCE                 485.000   LIN FT       3.0000        2.5000       1.2000       2.0000
 31   CLEAN TEMPORARY SILT FENCE           970.000   LIN FT       1.0000        1.0000       0.4000       0.5000
 32   CHANNEL LINING CLASS III              30.000   TON         25.0000       22.5000      32.0000      20.0000
 33   EDGE KEY                              20.000   LIN FT      90.0000       90.0000      94.5000      90.0000
                                                        TRANSPORTATION CABINET                                                PAGE 14
      COUNTY   *   WOLFE                    10           DEPARTMENT OF HIGHWAYS                LENGTH OF PROJECT *      0.0570 MILES
 PROJECT NO.   *   BRZ 1003 (163),FD52 119 1013        UNIT TABULATION OF BIDDERS            TIME FOR COMPLETION *   44 WORKING DAYS
        ROAD   *   CR 1013                                                                          PROJECT CODE * 03-0004
        TYPE   *   GRADE, DRAIN, & ASPHALT SURFACE ON BRDG & APPROACHES

                                                              DATE   01-17-03

     7 KAY & KAY CONTRACTING LLC                  $   338,100.00     10 BLUEGRASS CONTRACTING CORPORATION          $    419,964.08
     8 R G F INC                                  $   344,613.77     11                                            $
     9 APEX CONTRACTING INC                       $   408,793.92     12                                            $
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID    $ UNIT BID

 34   D G A BASE                           120.000   TON         40.0000       40.0000      42.0000      40.0000
 35   TRAFFIC BOUND BASE                   112.000   TON         15.0000       17.5000      25.0000      25.0000
 36   EMULSIFIED ASPHALT RS-2                0.800   TON       1000.0000     1000.0000    1050.0000    1000.0000
 37   ASPHALT SEAL AGGREGATE                 3.700   TON        290.0000      290.0000     304.5000     290.0000
 38   CL2 ASPH BASE 0.75D PG64-22           86.000   TON         95.0000       95.0000      99.7500      95.0000
 39   CL2 ASPH SURF 0.38D PG64-22           36.000   TON         98.0000       98.0000     102.9000      98.0000
 40   CLEARING AND GRUBBING                  1.000   LP SUM    7800.0000     5630.0000    2000.0000    5500.0000
 41   STAKING                                1.000   LP SUM    2500.0000     3500.0000    1890.0000    5000.0000
 42   MAINTAIN AND CONTROL TRAFFIC           1.000   LP SUM    3000.0000     3900.0000    1368.0000    5000.0000
 43   DIVERSIONS (BY-PASS DETOURS)           1.000   LP SUM   60000.0000    23495.0000   27500.0000   50000.0000
 44   DEMOBILIZATION                         1.000   LP SUM    5071.3200     5092.8100    6200.0000    6210.0000


 45   TOTAL BID                                               338100.00     344613.77    408793.92    419964.08
                                                       TRANSPORTATION CABINET                                                PAGE 15
     COUNTY   *   WHITLEY                  11           DEPARTMENT OF HIGHWAYS                LENGTH OF PROJECT *      8.3280 MILES
PROJECT NO.   *   KYPFH 137-1 (1),FD52 118 0090       UNIT TABULATION OF BIDDERS            TIME FOR COMPLETION * 08/01/2003
       ROAD   *   KY 90                                                                            PROJECT CODE * 03-0005
       TYPE   *   GUARDRAIL

                                                             DATE   01-17-03

     1 THE RUTH COMPANY                           $   340,671.32      4 ELMO GREER & SONS LLC                      $   405,940.92
     2 CONTRACTING ASSISTANCE INCORPORATED        $   387,458.50      5 N H STONE INC                              $   428,408.00
     3 GEORGE B STONE COMPANY LLC                 $   402,153.00      6                                            $
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID

 1   GUARDRAIL-STEEL W BEAM-S FACE      24155.000   LIN FT       8.2000        9.8500       9.8000       8.9100      10.1500
 2   GUARDRAIL TERMINAL SECT NO 1          25.000   EACH        30.0000       40.0000      40.0000      36.0000      30.0000
 3   GUARDRAIL END TREATMENT TY 2A          7.000   EACH       365.0000      460.0000     500.0000     434.0000     400.0000
 4   GUARDRAIL END TREATMENT TYPE 3         8.000   EACH       275.0000      525.0000     800.0000     497.0000     400.0000
 5   GUARDRAIL END TREATMENT TY 4A          6.000   EACH      1150.0000     1490.0000    1600.0000    1388.0000    1500.0000
 6   GUARDRAIL END TREATMENT TYPE 7        38.000   EACH       465.0000      550.0000     500.0000     529.0000     500.0000
 7   REMOVING GUARDRAIL                   100.000   LIN FT       1.1000        1.5500       2.0000       1.5000       2.0000
 8   EXTRA LENGTH GUARDRAIL POST         2000.000   EACH        11.7500       11.0000      10.0000      11.0000       0.0100
 9   REMOVE GUARDRAIL END TREATMENT         3.000   EACH       100.0000      150.0000     100.0000     250.0000     200.0000
10   DELINEATOR FOR GUARDRL-YELLOW        447.000   EACH         4.2000        4.9500      10.0000       5.0000       4.0000
11   D G A BASE                          1753.000   TON         14.2500       15.0000      15.0000      23.0000      18.0000
12   SHOULDERING                        22862.500   LIN FT       1.6500        1.2500       2.0000       2.7500       2.0000
13   SIGNS                                200.000   SQ FT        2.5000        5.5000      10.0000       5.7500      10.5000
14   MAINTAIN AND CONTROL TRAFFIC           1.000   LP SUM   18000.0000    18455.0000   20000.0000   16000.0000   56166.0000
15   STAKING                                1.000   LP SUM     500.0000     6300.0000    1000.0000    2900.0000    4000.0000
16   DEMOBILIZATION                         1.000   LP SUM    5034.5500     5725.9800    5944.0000    6000.0000    6331.7500


17   TOTAL BID                                               340671.32     387458.50    402153.00    405940.92    428408.00
                                                       TRANSPORTATION CABINET                                              PAGE 16
     COUNTY   *   CARROLL                  06           DEPARTMENT OF HIGHWAYS              LENGTH OF PROJECT *      0.4680 MILES
PROJECT NO.   *   FD04 021 0042 007-008               UNIT TABULATION OF BIDDERS          TIME FOR COMPLETION * 08/15/2003
       ROAD   *   US 42                                                                          PROJECT CODE * 03-0006
       TYPE   *   GRADE, DRAIN, PCC BASE, & ASPHALT SURFACE

                                                             DATE   01-17-03

     1 OHIO VALLEY ASPHALT LLC                    $ 1,299,995.48      4 THE W L HARPER CO                          $ 1,483,944.38
     2 TEAM CONTRACTING LLC                       $ 1,430,000.00      5 MATSUDA LLC                                $ 1,565,536.10
     3 FAULKNER CONSTRUCTION LLC                  $ 1,460,000.00      6 EARTH & ENERGY CONSTRUCTION INC            $ 1,659,062.38
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID

 1   ROADWAY EXCAVATION                  2883.000   CU YD       13.5000      16.9200     25.0000     13.2000     47.5000      21.0000
 2   WATER                                750.000   M GAL        2.0000       2.6000      0.0100      0.1800      0.0100       1.0000
 3   PAVE STRIPING-TEMP PAINT-4 IN      16000.000   LIN FT       0.2100       0.2100      0.2000      0.1800      0.1500       0.2100
 4   PAVE STRIPING-PERM PAINT-4 IN      11060.000   LIN FT       0.1900       0.1900      0.2000      0.1900      0.2000       0.1900
 5   PAVE STRIPING-TEMP REM TAPE-W       1500.000   LIN FT       1.1500       1.2000      2.0000      1.0200      1.0000       1.1500
 6   PAVE STRIPING-TEMP REM TAPE-Y       1500.000   LIN FT       1.1500       1.2000      2.0000      1.0200      1.0000       1.1500
 7   PAVE MRKG-PREF THERM STR ARROW         4.000   EACH        90.0000     100.0000     75.0000     69.0000    125.0000      90.0000
 8   PAVE MRKG-PRE THERM CURV ARROW        12.000   EACH       100.0000     110.0000    100.0000     61.7000    125.0000     100.0000
 9   PAVE MRKG-PRE THERM COMB ARROW         2.000   EACH       150.0000     160.0000    150.0000     96.9000    225.0000     150.0000
10   PAVE MRKG-THERMO X-WALK-12 IN        280.000   LIN FT       4.7500       5.0000      6.0000      3.9200      4.0000       4.7500
11   PAVE MRKG-THERMO STOP BAR-24"         93.000   LIN FT       9.0000       9.0000     10.0000      4.7100      6.0000       9.0000
12   PAVEMENT MARKER TYPE V - B Y          50.000   EACH        47.5000      50.0000     35.0000     44.6200     30.0000      47.5000
13   SIGNS                                600.000   SQ FT        5.2500       5.1000     15.0000      5.4000      6.0000       7.3500
14   BARRICADE-TYPE III                     6.000   EACH       125.0000     110.0000    225.0000     65.6000    225.0000     385.0000
15   MAINTAIN SIGNAL OPERATION              1.000   LP SUM    2150.0000    2100.0000   4000.0000   3190.0000   5000.0000    2000.0000
16   PLUGGING PIPE                          1.000   EACH       450.0000     270.0000    400.0000    427.0000    500.0000     200.0000
17   REM & RESET SIGN                       1.000   EACH       325.0000     530.0000   3000.0000    379.0000    900.0000     775.0000
18   STORM SEWER PIPE-15 INCH            1317.000   LIN FT      30.5000      30.0000     36.0000     44.6000     40.0000      46.0000
19   STORM SEWER PIPE-18 INCH             621.000   LIN FT      32.7500      32.0000     45.0000     49.7000     50.0000      49.3400
20   STORM SEWER PIPE-24 INCH             528.000   LIN FT      42.7500      44.0000     60.0000     82.4000     60.0000      80.0000
21   PERFORATED PIPE-4 INCH              1350.000   LIN FT       9.5000       5.2000      5.0000      8.6100     10.0000       6.0000
22   CURB BOX INLET TYPE A                 19.000   EACH      2900.0000    2600.0000   3200.0000   2970.0000   2700.0000    3500.0000
23   ADJUST MANHOLE FRAME TO GRADE          2.000   EACH       325.0000     340.0000    200.0000    622.0000    500.0000     400.0000
24   RECONSTRUCTING MANHOLE                 1.000   EACH      7250.0000    2400.0000   1200.0000   1150.0000   1000.0000    2000.0000
25   MANHOLE TYPE C                         1.000   EACH     40000.0000    8100.0000   5000.0000   5650.0000   5000.0000    5000.0000
26   CAPPING CATCH BASIN                    1.000   SQ YD      650.0000     190.0000    500.0000    873.0000    750.0000     100.0000
27   TEMP SEEDING AND PROTECTION         2000.000   SQ YD        0.7300       0.9200      1.2000      0.8900      0.4000       0.7300
28   SODDING                             4885.000   SQ YD        4.9300       3.4000      3.5000      3.2300      4.2500       4.9300
29   TOPDRESSING FERTILIZER                 0.300   TON        500.0000    1100.0000    975.0000   1210.0000   2000.0000     500.0000
30   SILT CHECK                             2.000   EACH        90.0000     280.0000    200.0000     70.4000    125.0000      75.0000
31   CLEAN SILT CHECK                       4.000   EACH        80.0000     120.0000     25.0000     37.4000     10.0000      37.0000
32   TEMPORARY SILT FENCE                4000.000   LIN FT       1.3500       1.5000      1.5000      1.9300      3.0000       5.0000
33   CLEAN TEMPORARY SILT FENCE          8000.000   LIN FT       0.8500       0.9800      0.0100      0.7000      0.1000       1.5000
                                                       TRANSPORTATION CABINET                                               PAGE 17
     COUNTY   *   CARROLL                  06           DEPARTMENT OF HIGHWAYS               LENGTH OF PROJECT *      0.4680 MILES
PROJECT NO.   *   FD04 021 0042 007-008               UNIT TABULATION OF BIDDERS           TIME FOR COMPLETION * 08/15/2003
       ROAD   *   US 42                                                                           PROJECT CODE * 03-0006
       TYPE   *   GRADE, DRAIN, PCC BASE, & ASPHALT SURFACE

                                                             DATE   01-17-03

     1 OHIO VALLEY ASPHALT LLC                    $ 1,299,995.48      4 THE W L HARPER CO                          $ 1,483,944.38
     2 TEAM CONTRACTING LLC                       $ 1,430,000.00      5 MATSUDA LLC                                $ 1,565,536.10
     3 FAULKNER CONSTRUCTION LLC                  $ 1,460,000.00      6 EARTH & ENERGY CONSTRUCTION INC            $ 1,659,062.38
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID

34   FABRIC-GEOTEXTILE TYPE IV           1380.000   SQ YD        1.1000       1.4000       1.0000       1.7300       2.5000       1.7500
35   R/W MARKER MUNICIPAL TYPE 1            8.000   EACH        75.0000      68.0000      80.0000      79.6000      75.0000      75.0000
36   STANDARD CURB AND GUTTER            3201.000   LIN FT      12.9500      18.0000      16.0000      12.7000      13.0000      10.5000
37   STANDARD HEADER CURB                 135.000   LIN FT      15.2500      18.0000      20.0000      19.3000      30.0000      14.0500
38   EDGE KEY                             340.000   LIN FT       6.0000       6.5000       6.0000       6.3300       6.0000       6.0000
39   SIDEWALK-4 INCH CONCRETE            1015.000   SQ YD       40.1000      35.0000      25.0000      26.3000      29.0000      21.6500
40   CEM CONC ENT PAVEMENT-6 INCH         221.000   SQ YD       40.6000      55.0000      40.0000      37.4000      43.0000      38.7000
41   CEM CONC ENT PAVEMENT-8 INCH         761.000   SQ YD       54.3000      65.0000      42.0000      39.4000      46.0000      49.0000
42   PCC BASE-9 INCH                     3552.000   SQ YD       34.1500      50.0000      35.0000      42.0000      45.0000      34.9000
43   JOINT REPAIR                         100.000   SQ YD      150.0000     150.0000     100.0000     101.0000     150.0000     200.0000
44   SLAB REPAIR                          800.000   SQ YD       75.0000      75.0000      35.0000      87.7000      90.0000      85.0000
45   ASPH PAVE MILLING & TEXTURING         69.000   TON         92.5000      95.0000      30.0000      16.0000     100.0000      92.5000
46   CRUSHED AGGREGATE SIZE NO 2          690.000   TON         12.2500       9.3000      15.0000      15.2000      17.0000      13.6500
47   D G A BASE                          3232.000   TON         15.5000      25.0000      20.0000      16.6000      16.0000      15.5000
48   LEVELING AND WEDGING PG64-22        1925.000   TON         42.9500      45.0000      43.0000      45.3000      43.0000      42.9500
49   CL3 ASPH BASE 0.75D PG64-22         2997.000   TON         42.9500      45.0000      43.0000      45.3000      43.0000      42.9500
50   CL3 ASPH SURF 0.50C PG64-22         1174.000   TON         42.9500      45.0000      43.0000      45.3000      43.0000      42.9500
51   CLEARING AND GRUBBING                  1.000   LP SUM   25000.0000   13000.0000   50000.0000   39580.0000   55000.0000   50000.0000
52   STAKING                                1.000   LP SUM   11250.0000   11000.0000   25000.0000   65640.0000   15000.0000   45600.0000
53   MAINTAIN AND CONTROL TRAFFIC           1.000   LP SUM   27175.0000   11100.0000   30000.0000   51740.0000   20000.0000   35000.0000
54   MOBILIZATION FOR MILL & TEXT           1.000   LP SUM    1000.0000    1200.0000    1000.0000    1600.0000    1000.0000    1000.0000
55   PVC PIPE-8 INCH                      745.640   LIN FT      29.5000      27.0000      30.0000      37.2000      50.0000      57.7500
56   PVC PIPE-10 INCH                    1639.060   LIN FT      27.2500      29.0000      32.0000      34.9000      50.0000      58.6000
57   STEEL ENCASEMENT PIPE-15"             72.000   LIN FT      85.0000      57.0000     120.0000     156.0000     150.0000     180.0000
58   SANITARY SEWER MANHOLE                12.000   EACH      1700.0000    1300.0000    2000.0000    2970.0000    3000.0000    2080.0000
59   SERVICE CONNECTION                    41.000   EACH       465.0000     210.0000     800.0000     453.0000     500.0000    1540.0000
60   TIE-IN, 8 INCH                         1.000   EACH      1175.0000    1200.0000    1000.0000    3350.0000    3000.0000    2675.0000
61   PVC PIPE-10 INCH                    1069.510   LIN FT      25.0000      22.0000      35.0000      29.2000      35.0000      34.7500
62   TEE 10" X 10" X 6"                     3.000   EACH       265.0000     120.0000     150.0000    1380.0000     300.0000     580.0000
63   PVC PIPE-6 INCH                       10.000   LIN FT      32.5000      33.0000      70.0000      47.2000      40.0000      24.0000
64   GATE VALVE-6 INCH                      3.000   EACH       475.0000     610.0000    1000.0000     590.0000    1000.0000     900.0000
65   PVC/CI TRANSITION FITTING              2.000   EACH       265.0000     200.0000     200.0000     315.0000     400.0000     550.0000
66   REDUCER                                1.000   EACH       160.0000     280.0000     100.0000     899.0000     500.0000     150.0000
                                                       TRANSPORTATION CABINET                                               PAGE 18
     COUNTY   *   CARROLL                  06           DEPARTMENT OF HIGHWAYS               LENGTH OF PROJECT *      0.4680 MILES
PROJECT NO.   *   FD04 021 0042 007-008               UNIT TABULATION OF BIDDERS           TIME FOR COMPLETION * 08/15/2003
       ROAD   *   US 42                                                                           PROJECT CODE * 03-0006
       TYPE   *   GRADE, DRAIN, PCC BASE, & ASPHALT SURFACE

                                                              DATE   01-17-03

     1 OHIO VALLEY ASPHALT LLC                    $ 1,299,995.48      4 THE W L HARPER CO                          $ 1,483,944.38
     2 TEAM CONTRACTING LLC                       $ 1,430,000.00      5 MATSUDA LLC                                $ 1,565,536.10
     3 FAULKNER CONSTRUCTION LLC                  $ 1,460,000.00      6 EARTH & ENERGY CONSTRUCTION INC            $ 1,659,062.38
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID

67   COPPER PIPE-1 INCH                    110.000   LIN FT     14.5000       13.0000     50.0000     11.6000     25.0000       2.5000
68   TIE-IN, 10 INCH                         1.000   EACH     1050.0000     1200.0000   1000.0000   3880.0000   1500.0000    3225.0000
69   SERVICE CONNECTION                     33.000   EACH      315.0000      260.0000    200.0000    375.0000    500.0000     700.0000
70   CONNECT TO EXISTING LINE                2.000   EACH      575.0000      590.0000    600.0000    199.0000   1500.0000     900.0000
71   CONNECT TO EXISTING LINE                1.000   EACH     1000.0000     2000.0000   1000.0000   3350.0000   1500.0000    3000.0000
72   THRUST BLOCK                            1.000   EACH      135.0000      270.0000    400.0000    451.0000    400.0000     250.0000
73   GAS MAIN-3"                          2300.000   LIN FT     10.5000       26.0000     25.0000     11.1000     11.0000      24.0000
74   GAS LINE-2 INCH                        40.000   LIN FT     25.0000      220.0000    200.0000     29.8000     25.0000     200.0000
75   GAS SERVICE-3/4"                      550.000   LIN FT     20.7500       48.0000     50.0000     22.1000     22.0000      43.0000
76   3"PLASTIC IN 6"STL CASING,B&J          50.000   LIN FT     75.0000      220.0000    200.0000     81.8000     80.0000     200.0000
77   BORE 3" PLASTIC MAIN UCASED           400.000   LIN FT     22.7500       50.0000     50.0000     24.3000     24.0000      45.0000
78   BORE3/4"PLAST SERV LINE UNCASE        325.000   LIN FT     19.5000       38.0000     40.0000     21.0000     20.0000      35.0000
79   TIE IN TO MAIN                          6.000   EACH     1400.0000     2400.0000   3000.0000   1500.0000   1400.0000    2130.0000
80   PRESSURE TEST                           1.000   EACH     1000.0000     3000.0000   2500.0000   1190.0000   1000.0000    2500.0000
81   SIGNAL PEDESTAL                         1.000   EACH      432.2500      793.6600    750.0000    477.0000    750.0000     750.0000
82   MESSENGER-10800 LB                    240.000   LIN FT      2.1500        3.2000      3.0000      2.3900      3.0000       3.0000
83   JUNCTION BOX TYPE B                     3.000   EACH      254.2500      550.0000    500.0000    273.0000    500.0000     500.0000
84   TRENCHING AND BACKFILLING             140.000   LIN FT      1.5300        6.0000      5.0000      2.3200      5.0000       5.0000
85   LOOP SAW SLOT AND FILL                510.000   LIN FT      6.6100        8.0000      7.5000      6.9100      7.5000       7.5000
86   PEDESTRIAN DETECTOR                     6.000   EACH      178.0000      150.0000    135.0000    211.0000    135.0000     135.0000
87   SIGNAL-3 SECTION 12 INCH                5.000   EACH      417.0000      440.0000    400.0000    438.0000    400.0000     400.0000
88   SIGNAL-4 SECTION 12 INCH                2.000   EACH      515.7500      500.0000    475.0000    549.0000    475.0000     475.0000
89   SIGNAL-5 SECTION 12 INCH                1.000   EACH      617.3200      600.0000    550.0000    669.0000    550.0000     550.0000
90   SIGNAL-PEDESTRIAN                       6.000   EACH      508.5000      450.0000    400.0000    532.0000    400.0000     400.0000
91   OPEN CUT ROADWAY                      115.000   LIN FT     40.6800       37.0000     35.0000     47.7000     35.0000      35.0000
92   REMOVE SIGNAL EQUIPMENT                 1.000   EACH      610.2000      550.0000    500.0000    662.0000    500.0000     500.0000
93   INSTALL CONTROLLER-TYPE 170             1.000   EACH     1627.2000     3200.0000   3000.0000   1930.0000   3000.0000    3000.0000
94   INSTALL STEEL STRAIN POLE               3.000   EACH     2034.0000     3200.0000   3000.0000   2330.0000   3000.0000    3000.0000
95   CONDUIT-1 1/4 INCH                    190.000   LIN FT      2.2900        5.5000      5.0000      2.5300      5.0000       5.0000
96   CONDUIT-2 INCH                         64.000   LIN FT      6.1000        7.7500      7.0000      6.7800      7.0000       7.0000
97   LOOP WIRE                            1265.000   LIN FT      0.4100        0.4500      0.4000      0.4400      0.4000       0.4000
98   CABLE-NO. 14/5C                      1170.000   LIN FT      0.8600        1.1000      1.0000      0.9200      1.0000       1.0000
99   CABLE-NO. 14/7C                       520.000   LIN FT      0.9800        1.1000      1.0000      1.1100      1.0000       1.0000
                                                       TRANSPORTATION CABINET                                              PAGE 19
     COUNTY   *   CARROLL                  06           DEPARTMENT OF HIGHWAYS              LENGTH OF PROJECT *      0.4680 MILES
PROJECT NO.   *   FD04 021 0042 007-008               UNIT TABULATION OF BIDDERS          TIME FOR COMPLETION * 08/15/2003
       ROAD   *   US 42                                                                          PROJECT CODE * 03-0006
       TYPE   *   GRADE, DRAIN, PCC BASE, & ASPHALT SURFACE

                                                            DATE   01-17-03

     1 OHIO VALLEY ASPHALT LLC                    $ 1,299,995.48      4 THE W L HARPER CO                          $ 1,483,944.38
     2 TEAM CONTRACTING LLC                       $ 1,430,000.00      5 MATSUDA LLC                                $ 1,565,536.10
     3 FAULKNER CONSTRUCTION LLC                  $ 1,460,000.00      6 EARTH & ENERGY CONSTRUCTION INC            $ 1,659,062.38
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID

100   CABLE-NO. 14/1 PAIR                 1200.000 LIN FT       1.0200       1.1000       1.0000       1.0800       1.0000       1.0000
101   DEMOBILIZATION                         1.000 LP SUM   19225.0000   21133.0900   21811.5300   22790.0000   23136.0000   24525.0000


102   TOTAL BID                                             1299995.48   1430000.00   1460000.00   1483944.38   1565536.10   1659062.38
                                                       TRANSPORTATION CABINET                                           PAGE 20
     COUNTY   *   CARROLL                  06           DEPARTMENT OF HIGHWAYS           LENGTH OF PROJECT *      0.4680 MILES
PROJECT NO.   *   FD04 021 0042 007-008               UNIT TABULATION OF BIDDERS       TIME FOR COMPLETION * 08/15/2003
       ROAD   *   US 42                                                                       PROJECT CODE * 03-0006
       TYPE   *   GRADE, DRAIN, PCC BASE, & ASPHALT SURFACE

                                                             DATE   01-17-03

     7 R G F INC                                  $ 1,927,380.97     10                                            $
     8                                            $                  11                                            $
     9                                            $                  12                                            $
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID

 1   ROADWAY EXCAVATION                  2883.000   CU YD       15.0000
 2   WATER                                750.000   M GAL        1.0000
 3   PAVE STRIPING-TEMP PAINT-4 IN      16000.000   LIN FT       0.2100
 4   PAVE STRIPING-PERM PAINT-4 IN      11060.000   LIN FT       0.1900
 5   PAVE STRIPING-TEMP REM TAPE-W       1500.000   LIN FT       1.1500
 6   PAVE STRIPING-TEMP REM TAPE-Y       1500.000   LIN FT       1.1500
 7   PAVE MRKG-PREF THERM STR ARROW         4.000   EACH        90.0000
 8   PAVE MRKG-PRE THERM CURV ARROW        12.000   EACH       100.0000
 9   PAVE MRKG-PRE THERM COMB ARROW         2.000   EACH       150.0000
10   PAVE MRKG-THERMO X-WALK-12 IN        280.000   LIN FT       4.7500
11   PAVE MRKG-THERMO STOP BAR-24"         93.000   LIN FT       9.0000
12   PAVEMENT MARKER TYPE V - B Y          50.000   EACH        47.5000
13   SIGNS                                600.000   SQ FT       10.0000
14   BARRICADE-TYPE III                     6.000   EACH       200.0000
15   MAINTAIN SIGNAL OPERATION              1.000   LP SUM    2375.0000
16   PLUGGING PIPE                          1.000   EACH       250.0000
17   REM & RESET SIGN                       1.000   EACH      1000.0000
18   STORM SEWER PIPE-15 INCH            1317.000   LIN FT     120.8000
19   STORM SEWER PIPE-18 INCH             621.000   LIN FT     138.6100
20   STORM SEWER PIPE-24 INCH             528.000   LIN FT     164.6500
21   PERFORATED PIPE-4 INCH              1350.000   LIN FT       3.0000
22   CURB BOX INLET TYPE A                 19.000   EACH      3600.0000
23   ADJUST MANHOLE FRAME TO GRADE          2.000   EACH       500.0000
24   RECONSTRUCTING MANHOLE                 1.000   EACH     27000.0000
25   MANHOLE TYPE C                         1.000   EACH     37700.0000
26   CAPPING CATCH BASIN                    1.000   SQ YD     1000.0000
27   TEMP SEEDING AND PROTECTION         2000.000   SQ YD        0.8000
28   SODDING                             4885.000   SQ YD        5.0000
29   TOPDRESSING FERTILIZER                 0.300   TON        500.0000
30   SILT CHECK                             2.000   EACH       200.0000
31   CLEAN SILT CHECK                       4.000   EACH       200.0000
32   TEMPORARY SILT FENCE                4000.000   LIN FT       3.0000
33   CLEAN TEMPORARY SILT FENCE          8000.000   LIN FT       1.5000
                                                       TRANSPORTATION CABINET                                           PAGE 21
     COUNTY   *   CARROLL                  06           DEPARTMENT OF HIGHWAYS           LENGTH OF PROJECT *      0.4680 MILES
PROJECT NO.   *   FD04 021 0042 007-008               UNIT TABULATION OF BIDDERS       TIME FOR COMPLETION * 08/15/2003
       ROAD   *   US 42                                                                       PROJECT CODE * 03-0006
       TYPE   *   GRADE, DRAIN, PCC BASE, & ASPHALT SURFACE

                                                             DATE   01-17-03

     7 R G F INC                                  $ 1,927,380.97     10                                            $
     8                                            $                  11                                            $
     9                                            $                  12                                            $
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID

34   FABRIC-GEOTEXTILE TYPE IV           1380.000   SQ YD        2.7500
35   R/W MARKER MUNICIPAL TYPE 1            8.000   EACH        75.0000
36   STANDARD CURB AND GUTTER            3201.000   LIN FT      15.0000
37   STANDARD HEADER CURB                 135.000   LIN FT      20.0000
38   EDGE KEY                             340.000   LIN FT       6.0000
39   SIDEWALK-4 INCH CONCRETE            1015.000   SQ YD       27.5000
40   CEM CONC ENT PAVEMENT-6 INCH         221.000   SQ YD       55.0000
41   CEM CONC ENT PAVEMENT-8 INCH         761.000   SQ YD       60.0000
42   PCC BASE-9 INCH                     3552.000   SQ YD       60.0000
43   JOINT REPAIR                         100.000   SQ YD      150.0000
44   SLAB REPAIR                          800.000   SQ YD       50.0000
45   ASPH PAVE MILLING & TEXTURING         69.000   TON         92.5000
46   CRUSHED AGGREGATE SIZE NO 2          690.000   TON         21.0000
47   D G A BASE                          3232.000   TON         26.0000
48   LEVELING AND WEDGING PG64-22        1925.000   TON         42.9500
49   CL3 ASPH BASE 0.75D PG64-22         2997.000   TON         42.9500
50   CL3 ASPH SURF 0.50C PG64-22         1174.000   TON         42.9500
51   CLEARING AND GRUBBING                  1.000   LP SUM   60000.0000
52   STAKING                                1.000   LP SUM   22500.0000
53   MAINTAIN AND CONTROL TRAFFIC           1.000   LP SUM   62000.0000
54   MOBILIZATION FOR MILL & TEXT           1.000   LP SUM    1000.0000
55   PVC PIPE-8 INCH                      745.640   LIN FT      20.0000
56   PVC PIPE-10 INCH                    1639.060   LIN FT      20.0000
57   STEEL ENCASEMENT PIPE-15"             72.000   LIN FT     150.0000
58   SANITARY SEWER MANHOLE                12.000   EACH      4000.0000
59   SERVICE CONNECTION                    41.000   EACH       450.0000
60   TIE-IN, 8 INCH                         1.000   EACH      1000.0000
61   PVC PIPE-10 INCH                    1069.510   LIN FT      30.0000
62   TEE 10" X 10" X 6"                     3.000   EACH       500.0000
63   PVC PIPE-6 INCH                       10.000   LIN FT     150.0000
64   GATE VALVE-6 INCH                      3.000   EACH      1000.0000
65   PVC/CI TRANSITION FITTING              2.000   EACH       500.0000
66   REDUCER                                1.000   EACH       500.0000
                                                       TRANSPORTATION CABINET                                           PAGE 22
     COUNTY   *   CARROLL                  06           DEPARTMENT OF HIGHWAYS           LENGTH OF PROJECT *      0.4680 MILES
PROJECT NO.   *   FD04 021 0042 007-008               UNIT TABULATION OF BIDDERS       TIME FOR COMPLETION * 08/15/2003
       ROAD   *   US 42                                                                       PROJECT CODE * 03-0006
       TYPE   *   GRADE, DRAIN, PCC BASE, & ASPHALT SURFACE

                                                             DATE   01-17-03

     7 R G F INC                                  $ 1,927,380.97     10                                            $
     8                                            $                  11                                            $
     9                                            $                  12                                            $
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID

67   COPPER PIPE-1 INCH                   110.000   LIN FT     20.0000
68   TIE-IN, 10 INCH                        1.000   EACH     1500.0000
69   SERVICE CONNECTION                    33.000   EACH      950.0000
70   CONNECT TO EXISTING LINE               2.000   EACH      500.0000
71   CONNECT TO EXISTING LINE               1.000   EACH     1500.0000
72   THRUST BLOCK                           1.000   EACH      500.0000
73   GAS MAIN-3"                         2300.000   LIN FT     25.0000
74   GAS LINE-2 INCH                       40.000   LIN FT    200.0000
75   GAS SERVICE-3/4"                     550.000   LIN FT     43.0000
76   3"PLASTIC IN 6"STL CASING,B&J         50.000   LIN FT    200.0000
77   BORE 3" PLASTIC MAIN UCASED          400.000   LIN FT     45.0000
78   BORE3/4"PLAST SERV LINE UNCASE       325.000   LIN FT     35.0000
79   TIE IN TO MAIN                         6.000   EACH     2130.0000
80   PRESSURE TEST                          1.000   EACH     2500.0000
81   SIGNAL PEDESTAL                        1.000   EACH      750.0000
82   MESSENGER-10800 LB                   240.000   LIN FT      3.0000
83   JUNCTION BOX TYPE B                    3.000   EACH      500.0000
84   TRENCHING AND BACKFILLING            140.000   LIN FT      5.0000
85   LOOP SAW SLOT AND FILL               510.000   LIN FT      7.5000
86   PEDESTRIAN DETECTOR                    6.000   EACH      135.0000
87   SIGNAL-3 SECTION 12 INCH               5.000   EACH      400.0000
88   SIGNAL-4 SECTION 12 INCH               2.000   EACH      475.0000
89   SIGNAL-5 SECTION 12 INCH               1.000   EACH      550.0000
90   SIGNAL-PEDESTRIAN                      6.000   EACH      400.0000
91   OPEN CUT ROADWAY                     115.000   LIN FT     35.0000
92   REMOVE SIGNAL EQUIPMENT                1.000   EACH      500.0000
93   INSTALL CONTROLLER-TYPE 170            1.000   EACH     3000.0000
94   INSTALL STEEL STRAIN POLE              3.000   EACH     3000.0000
95   CONDUIT-1 1/4 INCH                   190.000   LIN FT      5.0000
96   CONDUIT-2 INCH                        64.000   LIN FT      7.0000
97   LOOP WIRE                           1265.000   LIN FT      0.4000
98   CABLE-NO. 14/5C                     1170.000   LIN FT      1.0000
99   CABLE-NO. 14/7C                      520.000   LIN FT      1.0000
                                                       TRANSPORTATION CABINET                                           PAGE 23
     COUNTY   *   CARROLL                  06           DEPARTMENT OF HIGHWAYS           LENGTH OF PROJECT *      0.4680 MILES
PROJECT NO.   *   FD04 021 0042 007-008               UNIT TABULATION OF BIDDERS       TIME FOR COMPLETION * 08/15/2003
       ROAD   *   US 42                                                                       PROJECT CODE * 03-0006
       TYPE   *   GRADE, DRAIN, PCC BASE, & ASPHALT SURFACE

                                                            DATE   01-17-03

     7 R G F INC                                  $ 1,927,380.97     10                                            $
     8                                            $                 11                                            $
     9                                            $                 12                                            $
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID

100   CABLE-NO. 14/1 PAIR                 1200.000 LIN FT       1.0000
101   DEMOBILIZATION                         1.000 LP SUM   28483.4600


102   TOTAL BID                                             1927380.97
                                                         TRANSPORTATION CABINET                                                   PAGE 24
     COUNTY   *   HENDERSON                02             DEPARTMENT OF HIGHWAYS                   LENGTH OF PROJECT *      3.3620 MILES
PROJECT NO.   *   FD05 051 0060 000-004                 UNIT TABULATION OF BIDDERS               TIME FOR COMPLETION * 08/15/2003
       ROAD   *   US 60                                                                                 PROJECT CODE * 03-0007
       TYPE   *   ASPHALT SURFACE

                                                               DATE   01-17-03

     1 ROGERS GROUP INC                           $   309,650.78      4                                            $
     2 E & B PAVING INC                           $   371,087.10      5                                            $
     3 J H RUDOLPH & CO INC AND SUBSIDIARIES      $   396,310.00      6                                            $
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID

  1   ASPH PAVE MILLING & TEXTURING        1590.000   TON         26.4700          24.2500      24.8000
  2   LEVELING AND WEDGING PG64-22          630.000   TON         34.3600          45.0000      42.5000
  3   CL2 ASPH BASE 1.50D PG64-22           150.000   TON         57.3100          98.0000      75.0000
  4   CL3 ASPH SURF 0.50B PG76-22          5340.000   TON         39.8600          49.5000      53.5000
  5   PAVE STRIPING-PERM PAINT-4 IN       50300.000   LIN FT       0.1500           0.1400       0.1700
  6   PAVE STRIPING-TEMP PAINT-4 IN       13600.000   LIN FT       0.1000           0.0900       0.1300
  7   REMOVE PAVEMENT MARKER TYPE V         348.000   EACH         2.5300           5.7000       4.5000
  8   BARRICADE-TYPE III                      6.000   EACH        31.6300          50.0000      98.0000
  9   SIGNS                                 300.000   SQ FT        9.0300           6.0000       6.3000
 10   MAINTAIN AND CONTROL TRAFFIC            1.000   LP SUM    5234.0900        6000.0000    5200.0000
 11   MOBILIZATION FOR MILL & TEXT            1.000   LP SUM    1309.7800        1200.0000    1600.0000
 12   DEMOBILIZATION                          1.000   LP SUM    5239.6900        5600.0000   12000.0000


13    TOTAL BID                                                 309650.78        371087.10   396310.00
                                                         TRANSPORTATION CABINET                                               PAGE 25
     COUNTY   *   LIVINGSTON               01             DEPARTMENT OF HIGHWAYS               LENGTH OF PROJECT *      5.4380 MILES
PROJECT NO.   *   FD05 070 0135 002-009                 UNIT TABULATION OF BIDDERS           TIME FOR COMPLETION * 08/31/2003
       ROAD   *   KY 135                                                                            PROJECT CODE * 03-0008
       TYPE   *   ASPHALT SURFACE

                                                               DATE   01-17-03

     1 JIM SMITH CONTRACTING COMPANY LLC          $   191,037.72      4                                            $
     2 H & G CONSTRUCTION COMPANY INC             $   216,517.00      5                                            $
     3                                            $                   6                                            $
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID

  1   ASPH PAVE MILLING & TEXTURING          40.000   TON        125.0000         125.0000
  2   D G A BASE                            735.000   TON         15.0000          19.0000
  3   LEVELING AND WEDGING PG64-22          835.000   TON         37.7500          42.1000
  4   CL1 ASPH SURF 0.38D PG64-22          3475.000   TON         37.7500          41.9000
  5   PAVE STRIPING-PERM PAINT-4 IN       41100.000   LIN FT       0.1600           0.1600
  6   PAVE STRIPING-TEMP PAINT-4 IN       14400.000   LIN FT       0.1000           0.1000
  7   SIGNS                                 290.000   SQ FT        3.0000          12.0000
  8   MAINTAIN AND CONTROL TRAFFIC            1.000   LP SUM       1.0000        1500.0000
  9   MOBILIZATION FOR MILL & TEXT            1.000   LP SUM     600.0000         600.0000
 10   DEMOBILIZATION                          1.000   LP SUM    2823.2200        3200.0000


11    TOTAL BID                                                 191037.72        216517.00
                                                         TRANSPORTATION CABINET                                               PAGE 26
     COUNTY   *   MARSHALL                 01             DEPARTMENT OF HIGHWAYS               LENGTH OF PROJECT *      2.6110 MILES
PROJECT NO.   *   FD05 079 1712 000-003                 UNIT TABULATION OF BIDDERS           TIME FOR COMPLETION * 10/30/2003
       ROAD   *   KY 1712                                                                           PROJECT CODE * 03-0009
       TYPE   *   ASPHALT SURFACE

                                                               DATE   01-17-03

     1 JIM SMITH CONTRACTING COMPANY LLC          $    75,405.37      4                                            $
     2 H & G CONSTRUCTION COMPANY INC             $    84,103.50      5                                            $
     3                                            $                   6                                            $
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID

  1   ASPH PAVE MILLING & TEXTURING          20.000   TON        200.0000         200.0000
  2   D G A BASE                            265.000   TON         14.0000          17.0000
  3   LEVELING AND WEDGING PG64-22          290.000   TON         31.5000          35.2000
  4   CL1 ASPH SURF 0.38D PG64-22          1670.000   TON         31.5000          34.1500
  5   PAVE STRIPING-PERM PAINT-4 IN       16500.000   LIN FT       0.1600           0.1600
  6   PAVE STRIPING-TEMP PAINT-4 IN        5000.000   LIN FT       0.1000           0.1000
  7   SIGNS                                 250.000   SQ FT        2.0000           7.5000
  8   MAINTAIN AND CONTROL TRAFFIC            1.000   LP SUM       1.0000         900.0000
  9   MOBILIZATION FOR MILL & TEXT            1.000   LP SUM    1200.0000        1200.0000
 10   DEMOBILIZATION                          1.000   LP SUM    1114.3700        1245.0000


11    TOTAL BID                                                  75405.37        84103.50
                                                        TRANSPORTATION CABINET                                                  PAGE 27
     COUNTY   *   FLEMING                  09            DEPARTMENT OF HIGHWAYS                  LENGTH OF PROJECT *      2.0660 MILES
PROJECT NO.   *   FE06 035 0032 005-008                UNIT TABULATION OF BIDDERS              TIME FOR COMPLETION * 06/03/2003
       ROAD   *   KY 32                                                                               PROJECT CODE * 03-0010
       TYPE   *   GUARDRAIL

                                                              DATE   01-17-03

     1 N W K CONSTRUCTION INC                     $    33,672.23      4 THE RUTH COMPANY                           $    36,041.22
     2 GEORGE B STONE COMPANY LLC                 $    33,701.50      5 BIG SANDY GUARDRAIL INC                    $    38,348.85
     3 N H STONE INC                              $    34,932.24      6                                            $
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID

 1    GUARDRAIL-STEEL W BEAM-S FACE       3087.500   LIN FT       8.1500           8.0000      7.8800      8.6000      9.1500
 2    GUARDRAIL TERMINAL SECT NO 1           4.000   EACH        40.0000          50.0000     50.0000     38.6500     45.0000
 3    GUARDRAIL END TREATMENT TY 4A          2.000   EACH      1300.0000        1400.0000   1000.0000   1125.0000   1700.0000
 4    GUARDRAIL END TREATMENT TYPE 7         9.000   EACH       425.0000         500.0000    600.0000    450.0000    550.0000
 5    SIGNS                                150.000   SQ FT        0.0100           0.0100      0.0100      0.0100      0.0100
 6    MAINTAIN AND CONTROL TRAFFIC           1.000   LP SUM    1425.0000        1000.0000   2485.0000   2500.0000   1000.0000
 7    DEMOBILIZATION                         1.000   LP SUM     497.6100         500.0000    516.2400    532.6200    566.7300


  8   TOTAL BID                                                 33672.23         33701.50    34932.24    36041.22    38348.85
                                                        TRANSPORTATION CABINET                                                  PAGE 28
      COUNTY   *   LEWIS                    09           DEPARTMENT OF HIGHWAYS                  LENGTH OF PROJECT *             MILES
 PROJECT NO.   *   FE02 068 0009 B00038N               UNIT TABULATION OF BIDDERS              TIME FOR COMPLETION * SEE PROPOSAL
        ROAD   *   KY 9                                                                               PROJECT CODE * 03-0011
        TYPE   *   BRIDGE DECK RESTORATION & WATERPROOFING

                                                              DATE   01-17-03

     1 M & M SERVICES CO INC                      $    71,121.76      4 HORNE & TRAMEL CONSTRUCTION COMPANY        $     97,924.60
     2 DELONG CONCRETE LLC                        $    89,912.35      5 THE VELOTTA COMPANY                        $   103,831.20
     3 INTECH CONTRACTING INC                     $    92,906.30      6 OVERLAY INC                                $    104,640.95
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID    $ UNIT BID

  1   STEEL REINFORCEMENT                  133.600   LB           1.0000           2.0000      2.0000      0.7500      2.0000       2.0000
  2   MACHINE PREP OF EXISTING SLAB        420.000   SQ YD       13.0000          12.0000     12.0000     11.0000     30.0000       8.0000
  3   BLAST CLEANING                       466.000   SQ YD        7.0000           8.0000      8.0000      7.2500      8.0000       8.0000
  4   EPOXY SAND SLURRY                     45.400   SQ YD       28.0000          20.0000     23.0000     25.0000     25.0000      30.0000
  5   CONC CLASS M FULL DEPTH PATCH          1.800   CU YD      200.0000          80.0000    100.0000    100.0000    200.0000     600.0000
  6   ARMORED EDGE FOR CONCRETE             88.000   LIN FT     130.0000         200.0000    220.0000    175.0000    230.0000     280.0000
  7   PAVE STRIPING-PERM PAINT-4 IN        467.400   LIN FT       1.0000           1.0000      1.0000      1.0000      1.5000       1.2500
  8   PAVE STRIPING-TEMP REM TAPE-B        150.000   LIN FT       2.5000           2.5000      1.7500      1.7500      1.6000       3.7500
  9   PAVE STRIPING-TEMP REM TAPE-W        516.000   LIN FT       1.0000           1.5000      1.0000      1.0000      0.9000       2.0000
 10   PAVE STRIPING-TEMP REM TAPE-Y       1705.000   LIN FT       1.0000           1.0000      1.0000      1.0000      0.9000       2.0000
 11   WATER-FILLED BARRIERS                214.500   LIN FT      14.0000          15.0000     14.0000     15.0000     22.0000      16.0000
 12   RELOCATE WATER-FILLED BARRIERS       214.500   LIN FT       8.0000          15.0000     10.0000     15.0000      4.0000      16.0000
 13   TEMP SIGNAL 2 PHASE                    1.000   EA        3000.0000        4500.0000   4000.0000   6000.0000   2500.0000    4800.0000
 14   BRIDGE OVERLAY APPR PAVEMENT         978.000   SQ YD       13.7500          10.0000     20.0000     25.0000     13.0000      19.5000
 15   CONCRETE OVERLAY-LATEX                17.800   CU YD      880.0000        1200.0000   1350.0000   1500.0000   1900.0000    1100.0000
 16   CONC OVERLAY-LOW SLUMP                23.700   CU YD
 17   SIGNS                                250.000   SQ FT        7.0000          20.0000      4.5000      4.5000      3.0000      10.0000
 18   LANE CLOSURE                           2.000   EA        1500.0000        2000.0000    300.0000    250.0000    600.0000    3000.0000
 19   MAINTAIN AND CONTROL TRAFFIC           1.000   LP SUM    3500.0000        6500.0000   4500.0000   3500.0000   4000.0000    4000.0000
 20   DEMOBILIZATION                         1.000   LP SUM    1051.0600        1328.7500   1373.0000   1450.0000   2000.0000    1800.0000


 21   TOTAL BID                                                 71121.76         89912.35    92906.30    97924.60   103831.20    104640.95
                                                        TRANSPORTATION CABINET                                                  PAGE 29
     COUNTY   *   PULASKI                  08            DEPARTMENT OF HIGHWAYS                  LENGTH OF PROJECT *      1.2600 MILES
PROJECT NO.   *   FE06 100 0192 005-008                UNIT TABULATION OF BIDDERS              TIME FOR COMPLETION * 06/30/2003
       ROAD   *   KY 192                                                                              PROJECT CODE * 03-0012
       TYPE   *   GUARDRAIL

                                                              DATE   01-17-03

     1 N H STONE INC                              $    44,219.35      4 BIG SANDY GUARDRAIL INC                    $    45,694.28
     2 THE RUTH COMPANY                           $    45,549.90      5 GEORGE B STONE COMPANY LLC                 $    45,702.50
     3 N W K CONSTRUCTION INC                     $    45,607.50      6 SOUTHEASTERN CONTRACTORS OF KY INC         $    46,126.28
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID

 1   GUARDRAIL-STEEL W BEAM-S FACE        4487.500   LIN FT       8.1700           8.4800      8.2400      8.6000      8.4000       8.9500
 2   GUARDRAIL TERMINAL SECT NO 1            5.000   EACH        40.0000          38.2500     40.0000     45.0000     50.0000      40.0000
 3   GUARDRAIL END TREATMENT TYPE 7          7.000   EACH       500.0000         450.0000    425.0000    550.0000    500.0000     500.0000
 4   EXTRA LENGTH GUARDRAIL POST            90.000   EACH        13.3500          12.0000     12.0000     15.0000     12.0000      12.0000
 5   SIGNS                                 150.000   SQ FT        0.0100           0.0100      0.0100      0.0100      0.0100       0.0100
 6   MAINTAIN AND CONTROL TRAFFIC            1.000   LP SUM    2000.0000        2400.0000   3700.0000   1000.0000   2500.0000     500.0000
 7   DEMOBILIZATION                          1.000   LP SUM     653.4800         673.1500    674.0000    675.2800    676.0000     681.6600


 8   TOTAL BID                                                  44219.35        45549.90    45607.50    45694.28     45702.50     46126.28
                                                        TRANSPORTATION CABINET                                          PAGE 30
     COUNTY   *   PULASKI                  08            DEPARTMENT OF HIGHWAYS          LENGTH OF PROJECT *      1.2600 MILES
PROJECT NO.   *   FE06 100 0192 005-008                UNIT TABULATION OF BIDDERS      TIME FOR COMPLETION * 06/30/2003
       ROAD   *   KY 192                                                                      PROJECT CODE * 03-0012
       TYPE   *   GUARDRAIL

                                                              DATE   01-17-03

     7 CONTRACTING ASSISTANCE INCORPORATED        $    71,344.97     10                                            $
     8                                            $                 11                                            $
     9                                            $                 12                                            $
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID

 1   GUARDRAIL-STEEL W BEAM-S FACE        4487.500   LIN FT      12.7500
 2   GUARDRAIL TERMINAL SECT NO 1            5.000   EACH        42.0000
 3   GUARDRAIL END TREATMENT TYPE 7          7.000   EACH       550.0000
 4   EXTRA LENGTH GUARDRAIL POST            90.000   EACH        11.0000
 5   SIGNS                                 150.000   SQ FT        5.5000
 6   MAINTAIN AND CONTROL TRAFFIC            1.000   LP SUM    7200.0000
 7   DEMOBILIZATION                          1.000   LP SUM    1054.3500


 8   TOTAL BID                                                  71344.97
                                                        TRANSPORTATION CABINET                                                    PAGE 31
      COUNTY   *   VARIOUS                  01           DEPARTMENT OF HIGHWAYS                    LENGTH OF PROJECT *   1700.0000 MILES
 PROJECT NO.   *   FE04 121 DW03 0000001               UNIT TABULATION OF BIDDERS                TIME FOR COMPLETION * SEE PROPOSAL
        ROAD   *   VARIOUS                                                                              PROJECT CODE * 03-0013
        TYPE   *   WATERBORNE PAINT STRIPING WITH QC/QA

                                                               DATE   01-17-03

     1 REYNOLDS SEALING AND STRIPING INC          $   662,349.84      4 CENTRAL SEAL COMPANY                       $   731,882.83
     2 OGLESBY CONSTRUCTION INC                   $   712,271.00      5 BREHM STRIPING CO INC                      $    742,381.75
     3 CHEMI-TROL CHEMICAL CO                     $   727,720.20      6                                            $
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID    $ UNIT BID

  1   PAVE STRIPING-WB PAINT-4" Y          1644.000   MILE       169.4500      180.0000        185.3280     185.9500     190.0000
  2   PAVE STRIPING-WB PAINT-4" W          1208.000   MILE       156.1200      167.0000        165.2410     174.5600     168.0000
  3   PAVE STRIPING-WB PAINT-6" Y            95.000   MILE       234.1000      265.0000        274.5600     278.9200     278.5000
  4   PAVE STRIPING-WB PAINT-6" W           110.000   MILE       229.8300      265.0000        247.5870     261.8400     260.0000
  5   PAVE STRIPING-WB PAINT-4" Y           681.000   MILE       171.0600      180.0000        185.3280     185.9500     190.0000
  6   PAVE STRIPING-WB PAINT-4" W            80.000   MILE       186.0000      167.0000        168.1170     174.5600     168.0000
  7   QUALITY CONTROL                         1.000   LP SUM    2500.0000    12000.0000      14699.8800    7600.0000   12990.0000
  8   MAINTAIN AND CONTROL TRAFFIC            1.000   LP SUM    4000.0000     1550.0000       5000.0000    1000.0000    4950.2500
  9   DEMOBILIZATION                          1.000   LP SUM    9788.4200    10800.0000      10754.4800   10816.0000   11250.0000


 10   TOTAL BID                                                 662349.84        712271.00   727720.20    731882.83    742381.75
                                                       TRANSPORTATION CABINET                                                   PAGE 32
     COUNTY   *   VARIOUS                  02           DEPARTMENT OF HIGHWAYS                   LENGTH OF PROJECT *   2416.0000 MILES
PROJECT NO.   *   FE04 121 DW03 0000002               UNIT TABULATION OF BIDDERS               TIME FOR COMPLETION * SEE PROPOSAL
       ROAD   *   VARIOUS                                                                             PROJECT CODE * 03-0014
       TYPE   *   WATERBORNE PAINT STRIPING WITH QC/QA

                                                             DATE   01-17-03

     1 REYNOLDS SEALING AND STRIPING INC          $   947,172.27      4 CHEMI-TROL CHEMICAL CO                     $ 1,035,471.94
     2 OGLESBY CONSTRUCTION INC                   $   976,918.00      5                                            $
     3 CENTRAL SEAL COMPANY                       $ 1,029,027.57      6                                            $
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID

 1   PAVE STRIPING-WB PAINT-4" Y         1886.000   MILE       165.9600      177.0000        187.0700     185.2090
 2   PAVE STRIPING-WB PAINT-4" W         1175.000   MILE       154.2400      165.0000        175.2300     159.4610
 3   PAVE STRIPING-WB PAINT-6" Y          470.000   MILE       248.1000      220.0000        242.4500     263.4720
 4   PAVE STRIPING-WB PAINT-6" W          599.000   MILE       231.3000      210.0000        222.9100     238.0380
 5   PAVE STRIPING-WB PAINT-4" Y         1028.000   MILE       169.4500      177.0000        187.0700     189.8390
 6   PAVE STRIPING-WB PAINT-4" W           15.000   MILE       156.1200      165.0000        175.2300     164.6430
 7   QUALITY CONTROL                        1.000   LP SUM    4500.0000    15000.0000       9500.0000   15957.8300
 8   MAINTAIN AND CONTROL TRAFFIC           1.000   LP SUM    2750.0000     5600.0000       3200.0000    3500.0000
 9   DEMOBILIZATION                         1.000   LP SUM   13997.6100    15000.0000      15207.3000   15302.5400


10   TOTAL BID                                                947172.27        976918.00   1029027.57   1035471.94
                                                       TRANSPORTATION CABINET                                                   PAGE 33
     COUNTY   *   VARIOUS                  03           DEPARTMENT OF HIGHWAYS                   LENGTH OF PROJECT *    750.0000 MILES
PROJECT NO.   *   FE04 121 DW03 0000003               UNIT TABULATION OF BIDDERS               TIME FOR COMPLETION * SEE PROPOSAL
       ROAD   *   VARIOUS                                                                             PROJECT CODE * 03-0015
       TYPE   *   WATERBORNE PAINT STRIPING WITH QC/QA

                                                              DATE   01-17-03

     1 REYNOLDS SEALING AND STRIPING INC          $   232,914.14      4 CENTRAL SEAL COMPANY                       $   254,040.00
     2 OGLESBY CONSTRUCTION INC                   $   233,576.00      5                                            $
     3 CHEMI-TROL CHEMICAL CO                     $   251,869.88      6                                            $
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID

 1   PAVE STRIPING-WB PAINT-4" Y           360.000   MILE       171.9900         171.0000    175.3180    187.2200
 2   PAVE STRIPING-WB PAINT-4" W           156.000   MILE       162.9800         161.0000    166.3020    175.6800
 3   PAVE STRIPING-WB PAINT-4" Y           806.000   MILE       171.9500         171.0000    180.2620    187.2200
 4   PAVE STRIPING-WB PAINT-4" W             9.000   MILE       182.1200         161.0000    234.6100    175.6800
 5   QUALITY CONTROL                         1.000   LP SUM     950.0000        3625.0000   9187.4250   2500.0000
 6   MAINTAIN AND CONTROL TRAFFIC            1.000   LP SUM     950.0000         500.0000   2500.0000    500.0000
 7   DEMOBILIZATION                          1.000   LP SUM    3442.0800        3500.0000   3722.2100   3754.2800


 8   TOTAL BID                                                 232914.14        233576.00   251869.88   254040.00
                                                       TRANSPORTATION CABINET                                                   PAGE 34
     COUNTY   *   VARIOUS                  05           DEPARTMENT OF HIGHWAYS                   LENGTH OF PROJECT *   1340.0000 MILES
PROJECT NO.   *   FE04 121 DW03 0000005               UNIT TABULATION OF BIDDERS               TIME FOR COMPLETION * SEE PROPOSAL
       ROAD   *   VARIOUS                                                                             PROJECT CODE * 03-0016
       TYPE   *   WATERBORNE PAINT STRIPING WITH QC/QA

                                                             DATE   01-17-03

     1 AERO-MARK INC DBA THE AERO GROUP LTD       $   776,727.00      4 CHEMI-TROL CHEMICAL CO                     $   836,537.07
     2 CENTRAL SEAL COMPANY                       $   789,105.66      5                                            $
     3 OGLESBY CONSTRUCTION INC                   $   811,569.00      6                                            $
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID

 1   PAVE STRIPING-WB PAINT-4" Y         1236.000   MILE       179.0000      188.0000        193.0000     195.2100
 2   PAVE STRIPING-WB PAINT-4" W         1283.000   MILE       179.0000      178.0000        183.0000     192.4700
 3   PAVE STRIPING-WB PAINT-6" Y          239.000   MILE       279.0000      282.0000        280.0000     285.1200
 4   PAVE STRIPING-WB PAINT-6" W          296.000   MILE       279.0000      267.0000        270.0000     297.2000
 5   PAVE STRIPING-WB PAINT-4" Y          629.000   MILE       179.0000      188.0000        193.0000     187.7300
 6   PAVE STRIPING-WB PAINT-4" W          222.000   MILE       179.0000      178.0000        183.0000     187.0300
 7   PAVE STRIPING-WB PAINT-4" Y            8.000   MILE       279.0000      188.0000        193.0000     183.9900
 8   QUALITY CONTROL                        1.000   LP SUM    5000.0000     6000.0000      12000.0000   12766.2600
 9   MAINTAIN AND CONTROL TRAFFIC           1.000   LP SUM    5000.0000     5000.0000       3525.0000    6000.0000
10   DEMOBILIZATION                         1.000   LP SUM   12000.0000    11661.6600      12300.0000   12362.6100


11   TOTAL BID                                                776727.00        789105.66   811569.00    836537.07
                                                        TRANSPORTATION CABINET                                                   PAGE 35
      COUNTY   *   VARIOUS                  06           DEPARTMENT OF HIGHWAYS                   LENGTH OF PROJECT *   1400.0000 MILES
 PROJECT NO.   *   FE04 121 DW03 0000006               UNIT TABULATION OF BIDDERS               TIME FOR COMPLETION * SEE PROPOSAL
        ROAD   *   VARIOUS                                                                             PROJECT CODE * 03-0017
        TYPE   *   WATERBORNE PAINT STRIPING WITH QC/QA

                                                              DATE   01-17-03

     1 OGLESBY CONSTRUCTION INC                   $   809,292.00      4 CENTRAL SEAL COMPANY                       $    853,794.40
     2 AERO-MARK INC DBA THE AERO GROUP LTD       $   847,313.00      5                                            $
     3 CHEMI-TROL CHEMICAL CO                     $   849,157.42      6                                            $
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID    $ UNIT BID

  1   PAVE STRIPING-WB PAINT-4" Y         1581.000   MILE       170.0000      177.0000        178.0770     181.5000
  2   PAVE STRIPING-WB PAINT-4" W         1425.000   MILE       158.0000      169.0000        170.9310     168.2000
  3   PAVE STRIPING-WB PAINT-6" Y          141.000   MILE       250.0000      277.0000        251.8560     272.2500
  4   PAVE STRIPING-WB PAINT-6" W          179.000   MILE       250.0000      252.0000        231.4890     252.3000
  5   PAVE STRIPING-WB PAINT-4" Y          939.000   MILE       170.0000      177.0000        178.0770     181.5000
  6   PAVE STRIPING-WB PAINT-4" W          309.000   MILE       158.0000      169.0000        163.2000     168.2000
  7   PAVE STRIPING-WB PAINT-4" Y            6.000   MILE       170.0000      177.0000        177.9900     181.5000
  8   QUALITY CONTROL                        1.000   LP SUM   12000.0000     5000.0000      10832.6400    6000.0000
  9   MAINTAIN AND CONTROL TRAFFIC           1.000   LP SUM    1700.0000     5000.0000       5000.0000    1500.0000
 10   DEMOBILIZATION                         1.000   LP SUM   12200.0000    13000.0000      12549.1200   12617.6500


 11   TOTAL BID                                                809292.00        847313.00   849157.42    853794.40
                                                        TRANSPORTATION CABINET                                          PAGE 36
     COUNTY   *   ADAIR                   08             DEPARTMENT OF HIGHWAYS          LENGTH OF PROJECT *      1.7840 MILES
PROJECT NO.   *   FD05 001 0530 000-002                UNIT TABULATION OF BIDDERS      TIME FOR COMPLETION * 10/30/2003
       ROAD   *   KY 530                                                                      PROJECT CODE * 03-0018
       TYPE   *   ASPHALT SURFACE

                                                              DATE   01-17-03

     1 GADDIE-SHAMROCK LLC                        $    67,130.83      4                                            $
     2                                            $                   5                                            $
     3                                            $                   6                                            $
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID

 1   LEVELING AND WEDGING PG64-22          295.000   TON         40.5000
 2   ASPHALT MIX FOR PAVEMENT WEDGE        175.000   TON         40.7500
 3   CL1 ASPH SURF 0.38D PG64-22          1080.000   TON         40.7500
 4   SIGNS                                 150.000   SQ FT        7.0000
 5   MAINTAIN AND CONTROL TRAFFIC            1.000   LP SUM    2000.0000
 6   DEMOBILIZATION                          1.000   LP SUM     992.0800


 7   TOTAL BID                                                  67130.83
                                                         TRANSPORTATION CABINET                                         PAGE 37
     COUNTY   *   ALLEN                    03             DEPARTMENT OF HIGHWAYS         LENGTH OF PROJECT *      2.0410 MILES
PROJECT NO.   *   FD05 002 0100 013-016                 UNIT TABULATION OF BIDDERS     TIME FOR COMPLETION * 08/15/2003
       ROAD   *   KY 100                                                                      PROJECT CODE * 03-0019
       TYPE   *   ASPHALT SURFACE

                                                               DATE   01-17-03

     1 SCOTTY'S CONTRACTING AND STONE LLC         $   201,162.34      4                                            $
     2                                            $                   5                                            $
     3                                            $                   6                                            $
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID

 1   ASPH PAVE MILLING & TEXTURING          400.000   TON         28.7500
 2   D G A BASE                             245.000   TON         14.2500
 3   AGGREGATE FOR MAILBOX TURNOUTS         105.000   TON         14.2500
 4   LEVELING AND WEDGING PG64-22           560.000   TON         38.9500
 5   BASE FAILURE REPAIR                     25.000   SQ YD       70.0000
 6   SIDEWALK RAMP TYPE 1                     2.000   EA        1080.0000
 7   SIDEWALK RAMP TYPE 3                     4.000   EA        1260.0000
 8   SIDEWALK RAMP TYPE 4                     2.000   EA        1575.0000
 9   CL3 ASPH SURF 0.50C PG76-22           2800.000   TON         44.4500
10   PAVE STRIPING-PERM PAINT-4 IN        41000.000   LIN FT       0.2800
11   PAVE STRIPING-TEMP PAINT-4 IN        20000.000   LIN FT       0.1900
12   BARRICADE-TYPE III                       2.000   EACH       200.0000
13   SIGNS                                  650.000   SQ FT        7.0000
14   MAINTAIN AND CONTROL TRAFFIC             1.000   LP SUM    2600.0000
15   MOBILIZATION FOR MILL & TEXT             1.000   LP SUM     500.0000
16   DEMOBILIZATION                           1.000   LP SUM    2972.8400


17   TOTAL BID                                                  201162.34
                                                        TRANSPORTATION CABINET                                          PAGE 38
     COUNTY   *   BELL                    11             DEPARTMENT OF HIGHWAYS          LENGTH OF PROJECT *      0.7660 MILES
PROJECT NO.   *   FD05 007 2395 000-001                UNIT TABULATION OF BIDDERS      TIME FOR COMPLETION * 08/15/2003
       ROAD   *   KY 2395                                                                     PROJECT CODE * 03-0020
       TYPE   *   ASPHALT SURFACE

                                                              DATE   01-17-03

     1 ELMO GREER & SONS LLC                      $    42,489.55      4                                            $
     2                                            $                   5                                            $
     3                                            $                   6                                            $
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID

 1   ASPH PAVE MILLING & TEXTURING           5.000   TON        220.0000
 2   LEVELING AND WEDGING PG64-22           70.000   TON         44.8600
 3   ASPHALT MIX FOR PAVEMENT WEDGE        115.000   TON         45.7500
 4   CL2 ASPH SURF 0.38D PG64-22           490.000   TON         45.7500
 5   PAVE STRIPING-PERM PAINT-4 IN        8090.000   LIN FT       0.2600
 6   PAVE STRIPING-TEMP PAINT-4 IN        2000.000   LIN FT       0.2600
 7   SIGNS                                 170.000   SQ FT        0.0100
 8   MAINTAIN AND CONTROL TRAFFIC            1.000   LP SUM    2137.5000
 9   MOBILIZATION FOR MILL & TEXT            1.000   LP SUM    2750.0000
10   DEMOBILIZATION                          1.000   LP SUM    3058.0000


11   TOTAL BID                                                  42489.55
                                                         TRANSPORTATION CABINET                                         PAGE 39
     COUNTY   *   BOYD                     09             DEPARTMENT OF HIGHWAYS         LENGTH OF PROJECT *      7.5730 MILES
PROJECT NO.   *   FD05 010 0854 000-008                 UNIT TABULATION OF BIDDERS     TIME FOR COMPLETION * 10/01/2003
       ROAD   *   KY 854                                                                      PROJECT CODE * 03-0021
       TYPE   *   ASPHALT SURFACE

                                                               DATE   01-17-03

     1 MOUNTAIN ENTERPRISES INC                   $   352,642.77      4                                            $
     2                                            $                   5                                            $
     3                                            $                   6                                            $
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID

 1   ASPH PAVE MILLING & TEXTURING           30.000   TON         95.0000
 2   D G A BASE                            1535.000   TON         19.9500
 3   LEVELING AND WEDGING PG64-22          1202.000   TON         43.9600
 4   CL1 ASPH SURF 0.38D PG64-22           5010.000   TON         43.9600
 5   PAVE STRIPING-PERM PAINT-4 IN        75000.000   LIN FT       0.3000
 6   PAVE STRIPING-TEMP PAINT-4 IN        40000.000   LIN FT       0.2500
 7   SIGNS                                  250.000   SQ FT        9.5000
 8   MAINTAIN AND CONTROL TRAFFIC             1.000   LP SUM    5000.0000
 9   MOBILIZATION FOR MILL & TEXT             1.000   LP SUM    1000.0000
10   DEMOBILIZATION                           1.000   LP SUM    5215.0000


11   TOTAL BID                                                  352642.77
                                                          TRANSPORTATION CABINET                                        PAGE 40
     COUNTY   *   BRACKEN                    06            DEPARTMENT OF HIGHWAYS        LENGTH OF PROJECT *      7.5500 MILES
PROJECT NO.   *   FD05 012 0010 006-015                  UNIT TABULATION OF BIDDERS    TIME FOR COMPLETION * 08/15/2003
       ROAD   *   KY 10                                                                       PROJECT CODE * 03-0022
       TYPE   *   ASPHALT SURFACE

                                                                DATE   01-17-03

     1 MAGO CONSTRUCTION COMPANY LLC              $   342,377.26      4                                            $
     2                                            $                   5                                            $
     3                                            $                   6                                            $
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID

 1   ASPH PAVE MILLING & TEXTURING           290.000   TON         25.0000
 2   D G A BASE                              260.000   TON         25.0000
 3   LEVELING AND WEDGING PG64-22            790.000   TON         41.9500
 4   CL2 ASPH SURF 0.38D PG64-22            5860.000   TON         41.9500
 5   PAVE STRIPING-PERM PAINT-4 IN        160000.000   LIN FT       0.2400
 6   PAVE STRIPING-TEMP PAINT-4 IN         30000.000   LIN FT       0.0100
 7   SIGNS                                   350.000   SQ FT        7.0000
 8   MAINTAIN AND CONTROL TRAFFIC              1.000   LP SUM    2250.0000
 9   MOBILIZATION FOR MILL & TEXT              1.000   LP SUM    1200.0000
10   DEMOBILIZATION                            1.000   LP SUM    5059.7600


11   TOTAL BID                                                   342377.26
                                                         TRANSPORTATION CABINET                                         PAGE 41
     COUNTY   *   CHRISTIAN                02             DEPARTMENT OF HIGHWAYS         LENGTH OF PROJECT *      5.6950 MILES
PROJECT NO.   *   FD05 024 0189 005-012                 UNIT TABULATION OF BIDDERS     TIME FOR COMPLETION * 10/30/2003
       ROAD   *   KY 189                                                                      PROJECT CODE * 03-0023
       TYPE   *   ASPHALT SURFACE

                                                               DATE   01-17-03

     1 ROGERS GROUP INC                           $   241,197.92      4                                            $
     2                                            $                   5                                            $
     3                                            $                   6                                            $
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID

 1   ASPH PAVE MILLING & TEXTURING           16.000   TON        244.7700
 2   AGGREGATE FOR MAILBOX TURNOUTS         100.000   TON         34.5200
 3   LEVELING AND WEDGING PG64-22           750.000   TON         43.8200
 4   CL2 ASPH SURF 0.38D PG64-22           4235.000   TON         40.3900
 5   PAVE STRIPING-PERM PAINT-4 IN        42200.000   LIN FT       0.2100
 6   PAVE STRIPING-TEMP PAINT-4 IN        15000.000   LIN FT       0.1500
 7   REMOVE PAVEMENT MARKER TYPE V          752.000   EACH         4.0000
 8   SIGNS                                  270.000   SQ FT       16.7300
 9   MAINTAIN AND CONTROL TRAFFIC             1.000   LP SUM    4820.8000
10   MOBILIZATION FOR MILL & TEXT             1.000   LP SUM    1468.6100
11   DEMOBILIZATION                           1.000   LP SUM    4986.4400


12   TOTAL BID                                                  241197.92
                                                          TRANSPORTATION CABINET                                        PAGE 42
     COUNTY   *   CUMBERLAND                08             DEPARTMENT OF HIGHWAYS        LENGTH OF PROJECT *      7.2020 MILES
PROJECT NO.   *   FD05 029 0061 002-010                  UNIT TABULATION OF BIDDERS    TIME FOR COMPLETION * 08/15/2003
       ROAD   *   KY 61                                                                       PROJECT CODE * 03-0024
       TYPE   *   ASPHALT SURFACE

                                                                DATE   01-17-03

     1 GADDIE-SHAMROCK LLC                        $   738,812.41      4                                            $
     2                                            $                   5                                            $
     3                                            $                   6                                            $
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID

 1   ASPH PAVE MILLING & TEXTURING            15.000   TON        225.0000
 2   LEVELING AND WEDGING PG64-22           1475.000   TON         41.0000
 3   TRENCHING                             53286.000   LIN FT       1.0000
 4   CL1 ASPH BASE 0.75D PG64-22            2925.000   TON         41.0000
 5   CL1 ASPH SURF 0.38D PG64-22            2620.000   TON         42.2500
 6   CL2 ASPH SURF 0.38D PG70-22            7670.000   TON         44.0000
 7   PAVE STRIPING-PERM PAINT-4 IN        100880.000   LIN FT       0.2000
 8   PAVE STRIPING-TEMP PAINT-4 IN         15000.000   LIN FT       0.1700
 9   REMOVE PAVEMENT MARKER TYPE V           929.000   EACH         8.0000
10   BARRICADE-TYPE III                        4.000   EACH       300.0000
11   SIGNS                                   400.000   SQ FT        7.0000
12   MAINTAIN AND CONTROL TRAFFIC              1.000   LP SUM    7000.0000
13   MOBILIZATION FOR MILL & TEXT              1.000   LP SUM    1500.0000
14   DEMOBILIZATION                            1.000   LP SUM   10918.4100


15   TOTAL BID                                                   738812.41
                                                        TRANSPORTATION CABINET                                          PAGE 43
     COUNTY   *   FLEMING                  09            DEPARTMENT OF HIGHWAYS          LENGTH OF PROJECT *      0.1380 MILES
PROJECT NO.   *   FD05 035 2503 000-001                UNIT TABULATION OF BIDDERS      TIME FOR COMPLETION * 08/15/2003
       ROAD   *   KY 2503                                                                     PROJECT CODE * 03-0025
       TYPE   *   ASPHALT SURFACE

                                                              DATE   01-17-03

     1 H G MAYS CORPORATION                       $    14,985.99      4                                            $
     2                                            $                   5                                            $
     3                                            $                   6                                            $
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID

 1   ASPH PAVE MILLING & TEXTURING         105.000   TON         47.5000
 2   LEVELING AND WEDGING PG64-22           10.000   TON         50.1700
 3   CL1 ASPH SURF 0.38D PG64-22           105.000   TON         50.1700
 4   PAVE STRIPING-PERM PAINT-4 IN        1457.000   LIN FT       0.4200
 5   PAVE STRIPING-TEMP PAINT-4 IN        1600.000   LIN FT       0.4500
 6   SIGNS                                 150.000   SQ FT        7.5000
 7   MAINTAIN AND CONTROL TRAFFIC            1.000   LP SUM     350.0000
 8   MOBILIZATION FOR MILL & TEXT            1.000   LP SUM    1200.0000
 9   DEMOBILIZATION                          1.000   LP SUM     222.0000


10   TOTAL BID                                                  14985.99
                                                         TRANSPORTATION CABINET                                         PAGE 44
     COUNTY   *   FLOYD                    12             DEPARTMENT OF HIGHWAYS         LENGTH OF PROJECT *      2.6000 MILES
PROJECT NO.   *   FD05 036 0302 010-013                 UNIT TABULATION OF BIDDERS     TIME FOR COMPLETION * 10/30/2003
       ROAD   *   KY 302                                                                      PROJECT CODE * 03-0026
       TYPE   *   ASPHALT SURFACE

                                                               DATE   01-17-03

     1 MOUNTAIN ENTERPRISES INC                   $   161,085.35      4                                            $
     2                                            $                   5                                            $
     3                                            $                   6                                            $
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID

 1   ASPH PAVE MILLING & TEXTURING           20.000   TON        100.0000
 2   LEVELING AND WEDGING PG64-22           570.000   TON         44.7100
 3   ASPHALT MIX FOR PAVEMENT WEDGE         505.000   TON         44.7100
 4   CL1 ASPH SURF 0.38D PG64-22           1850.000   TON         44.7100
 5   PAVE STRIPING-PERM PAINT-4 IN        54912.000   LIN FT       0.3000
 6   PAVE STRIPING-TEMP PAINT-4 IN        15000.000   LIN FT       0.2500
 7   SIGNS                                  200.000   SQ FT        1.0000
 8   MAINTAIN AND CONTROL TRAFFIC             1.000   LP SUM    4500.0000
 9   MOBILIZATION FOR MILL & TEXT             1.000   LP SUM    1000.0000
10   DEMOBILIZATION                           1.000   LP SUM    2385.0000


11   TOTAL BID                                                  161085.35
                                                         TRANSPORTATION CABINET                                               PAGE 45
     COUNTY   *   FRANKLIN                 05             DEPARTMENT OF HIGHWAYS               LENGTH OF PROJECT *      0.7990 MILES
PROJECT NO.   *   FD05 037 0151 002-004                 UNIT TABULATION OF BIDDERS           TIME FOR COMPLETION * 08/15/2003
       ROAD   *   KY 151                                                                            PROJECT CODE * 03-0027
       TYPE   *   ASPHALT SURFACE

                                                               DATE   01-17-03

     1 H G MAYS CORPORATION                       $    62,105.76      4                                            $
     2 COMMERCIAL PAVERS INC                      $    62,672.00      5                                            $
     3                                            $                   6                                            $
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID

 1   ASPH PAVE MILLING & TEXTURING           90.000   TON         50.0000          60.0000
 2   LEVELING AND WEDGING PG64-22           140.000   TON         35.0300          36.0000
 3   ASPHALT MIX FOR PAVEMENT WEDGE         150.000   TON         45.6800          36.0000
 4   CL2 ASPH SURF 0.38D PG76-22            675.000   TON         38.9100          36.0000
 5   PAVE STRIPING-PERM PAINT-4 IN        16450.000   LIN FT       0.2200           0.1400
 6   PAVE STRIPING-TEMP PAINT-4 IN         7900.000   LIN FT       0.0100           0.0100
 7   BARRICADE-TYPE III                       4.000   EACH        50.0000         225.0000
 8   SIGNS                                  170.000   SQ FT        5.0000           5.0000
 9   BASE FAILURE REPAIR                    270.000   SQ YD       37.8500          60.0000
10   MAINTAIN AND CONTROL TRAFFIC             1.000   LP SUM    2500.0000        1000.0000
11   MOBILIZATION FOR MILL & TEXT             1.000   LP SUM    1200.0000         250.0000
12   DEMOBILIZATION                           1.000   LP SUM     917.8100         950.0000


13   TOTAL BID                                                   62105.76        62672.00
                                                   TRANSPORTATION CABINET                                               PAGE 46
     COUNTY   *   FULTON                  01        DEPARTMENT OF HIGHWAYS               LENGTH OF PROJECT *      6.3790 MILES
PROJECT NO.   *   FD05 038 0239 000-007           UNIT TABULATION OF BIDDERS           TIME FOR COMPLETION * 10/01/2003
       ROAD   *   KY 239                                                                      PROJECT CODE * 03-0028
       TYPE   *   ASPHALT SURFACE

                                                        DATE   01-17-03

     1 JIM SMITH CONTRACTING COMPANY LLC          $   212,570.44      4                                            $
     2 H & G CONSTRUCTION COMPANY INC             $   226,851.50      5                                            $
     3                                            $                   6                                            $
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID

  1   ASPH PAVE MILLING & TEXTURING     10.000 TON        200.0000         200.0000
  2   LEVELING AND WEDGING PG64-22     725.000 TON         33.5000          39.1000
  3   ASPHALT MIX FOR PAVEMENT WEDGE   620.000 TON         33.5000          35.1000
  4   CL2 ASPH SURF 0.38D PG64-22     4215.000 TON         33.5000          35.1000
  5   PAVE STRIPING-PERM PAINT-4 IN 112300.000 LIN FT       0.1600           0.1600
  6   PAVE STRIPING-TEMP PAINT-4 IN  15000.000 LIN FT       0.1000           0.1300
  7   SIGNS                            350.000 SQ FT        2.0000           7.0000
  8   MAINTAIN AND CONTROL TRAFFIC       1.000 LP SUM       1.0000          75.0000
  9   MOBILIZATION FOR MILL & TEXT       1.000 LP SUM    1000.0000        1000.0000
 10   DEMOBILIZATION                     1.000 LP SUM    3141.4400        3352.5000


11    TOTAL BID                                          212570.44        226851.50
                                                         TRANSPORTATION CABINET                                         PAGE 47
     COUNTY   *   GREEN                    04             DEPARTMENT OF HIGHWAYS         LENGTH OF PROJECT *      4.4780 MILES
PROJECT NO.   *   FD05 044 0218 005-010                 UNIT TABULATION OF BIDDERS     TIME FOR COMPLETION * 10/30/2003
       ROAD   *   KY 218                                                                      PROJECT CODE * 03-0029
       TYPE   *   ASPHALT SURFACE

                                                               DATE   01-17-03

     1 NALLY & HAYDON LLC AND SUBSIDIARIES        $   168,175.12      4                                            $
     2                                            $                   5                                            $
     3                                            $                   6                                            $
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID

 1   D G A BASE                             680.000   TON         17.5000
 2   LEVELING AND WEDGING PG64-22           655.000   TON         36.5000
 3   CL2 ASPH SURF 0.38D PG64-22           3180.000   TON         36.5000
 4   PAVE STRIPING-PERM PAINT-4 IN        37120.000   LIN FT       0.1600
 5   PAVE STRIPING-TEMP PAINT-4 IN        25984.000   LIN FT       0.1200
 6   SIGNS                                  270.000   SQ FT        6.5000
 7   MAINTAIN AND CONTROL TRAFFIC             1.000   LP SUM    3000.0000
 8   DEMOBILIZATION                           1.000   LP SUM    2485.3400


 9   TOTAL BID                                                  168175.12
                                                   TRANSPORTATION CABINET                                               PAGE 48
     COUNTY   *   HOPKINS                 02        DEPARTMENT OF HIGHWAYS               LENGTH OF PROJECT *      7.2070 MILES
PROJECT NO.   *   FD05 054 0062 014-023           UNIT TABULATION OF BIDDERS           TIME FOR COMPLETION * 08/15/2003
       ROAD   *   US 62                                                                       PROJECT CODE * 03-0031
       TYPE   *   ASPHALT SURFACE

                                                        DATE   01-17-03

     1 ROAD BUILDERS INC                          $   654,247.02      4                                            $
     2                                            $                   5                                            $
     3                                            $                   6                                            $
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID

 1   ASPH PAVE MILLING & TEXTURING    310.000 TON          29.9300
 2   AGGREGATE FOR MAILBOX TURNOUTS    40.000 TON          15.0000
 3   LEVELING AND WEDGING PG64-22    2375.000 TON          44.2000
 4   JOINT MILLING                    572.000 LIN FT       36.7500
 5   CL3 ASPH BIND 0.50D PG76-22    10100.000 TON          46.6000
 6   PAVE STRIPING-PERM PAINT-4 IN 133185.000 LIN FT        0.1300
 7   PAVE STRIPING-TEMP PAINT-4 IN  80000.000 LIN FT        0.0900
 8   SIGNS                            515.000 SQ FT         6.0000
 9   MAINTAIN AND CONTROL TRAFFIC       1.000 LP SUM     9600.0000
10   MOBILIZATION FOR MILL & TEXT       1.000 LP SUM      840.0000
11   DEMOBILIZATION                     1.000 LP SUM     9668.6700


12   TOTAL BID                                           654247.02
                                                         TRANSPORTATION CABINET                                         PAGE 49
     COUNTY   *   HOPKINS                   02            DEPARTMENT OF HIGHWAYS         LENGTH OF PROJECT *      1.8350 MILES
PROJECT NO.   *   FD05 054 0041 009-011                 UNIT TABULATION OF BIDDERS     TIME FOR COMPLETION * 08/15/2003
       ROAD   *   US 41                                                                       PROJECT CODE * 03-0032
       TYPE   *   ASPHALT SURFACE

                                                               DATE   01-17-03

     1 ROAD BUILDERS INC                          $   218,356.84      4                                            $
     2                                            $                   5                                            $
     3                                            $                   6                                            $
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID

 1   ASPH PAVE MILLING & TEXTURING         1500.000   TON         29.9300
 2   CL3 ASPH SURF 0.50C PG76-22           3335.000   TON         47.4400
 3   PAVE STRIPING-PERM PAINT-4 IN        20000.000   LIN FT       0.1600
 4   PAVE STRIPING-TEMP PAINT-4 IN         3000.000   LIN FT       0.1100
 5   REMOVE PAVEMENT MARKER TYPE V          150.000   EACH        10.7500
 6   SIGNS                                  190.000   SQ FT        6.0000
 7   FLASHING ARROW                           2.000   EACH       250.0000
 8   MAINTAIN AND CONTROL TRAFFIC             1.000   LP SUM    4400.0000
 9   MOBILIZATION FOR MILL & TEXT             1.000   LP SUM     840.0000
10   DEMOBILIZATION                           1.000   LP SUM    3226.9400


11   TOTAL BID                                                  218356.84
                                                   TRANSPORTATION CABINET                                               PAGE 50
     COUNTY   *   KNOTT                   12        DEPARTMENT OF HIGHWAYS               LENGTH OF PROJECT *      5.0180 MILES
PROJECT NO.   *   FD05 060 0550 015-021           UNIT TABULATION OF BIDDERS           TIME FOR COMPLETION * 10/01/2003
       ROAD   *   KY 550                                                                      PROJECT CODE * 03-0033
       TYPE   *   ASPHALT SURFACE

                                                        DATE   01-17-03

     1 MOUNTAIN ENTERPRISES INC                   $   446,735.51      4                                            $
     2                                            $                   5                                            $
     3                                            $                   6                                            $
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID

 1   ASPH PAVE MILLING & TEXTURING    125.000 TON          55.0000
 2   LEVELING AND WEDGING PG64-22     540.000 TON          44.8100
 3   ASPHALT MIX FOR PAVEMENT WEDGE   975.000 TON          44.8100
 4   CL3 ASPH SURF 0.50D PG76-22     5878.000 TON          54.3700
 5   PAVE STRIPING-PERM PAINT-4 IN 105980.000 LIN FT        0.3000
 6   PAVE STRIPING-TEMP PAINT-4 IN  17500.000 LIN FT        0.2500
 7   SIGNS                            275.000 SQ FT         9.5000
 8   MAINTAIN AND CONTROL TRAFFIC       1.000 LP SUM     6000.0000
 9   MOBILIZATION FOR MILL & TEXT       1.000 LP SUM     1000.0000
10   DEMOBILIZATION                     1.000 LP SUM     6605.0000


11   TOTAL BID                                           446735.51
                                                         TRANSPORTATION CABINET                                         PAGE 51
     COUNTY   *   KNOX                     11             DEPARTMENT OF HIGHWAYS         LENGTH OF PROJECT *      4.5580 MILES
PROJECT NO.   *   FD05 061 0006 000-005                 UNIT TABULATION OF BIDDERS     TIME FOR COMPLETION * 10/01/2003
       ROAD   *   KY 6                                                                        PROJECT CODE * 03-0034
       TYPE   *   ASPHALT SURFACE

                                                               DATE   01-17-03

     1 ELMO GREER & SONS LLC                      $   175,693.46      4                                            $
     2                                            $                   5                                            $
     3                                            $                   6                                            $
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID

 1   ASPH PAVE MILLING & TEXTURING           35.000   TON        126.5000
 2   LEVELING AND WEDGING PG64-22           400.000   TON         39.3500
 3   ASPHALT MIX FOR PAVEMENT WEDGE         665.000   TON         38.5000
 4   CL2 ASPH SURF 0.38D PG64-22           2915.000   TON         38.5000
 5   PAVE STRIPING-PERM PAINT-4 IN        48200.000   LIN FT       0.1600
 6   PAVE STRIPING-TEMP PAINT-4 IN        12000.000   LIN FT       0.1600
 7   SIGNS                                  290.000   SQ FT        9.2500
 8   MAINTAIN AND CONTROL TRAFFIC             1.000   LP SUM    1465.0000
 9   MOBILIZATION FOR MILL & TEXT             1.000   LP SUM    1320.0000
10   DEMOBILIZATION                           1.000   LP SUM    2596.4600


11   TOTAL BID                                                  175693.46
                                                   TRANSPORTATION CABINET                                               PAGE 52
     COUNTY   *   LETCHER                 12        DEPARTMENT OF HIGHWAYS               LENGTH OF PROJECT *     10.2390 MILES
PROJECT NO.   *   FD05 067 0931 000-011           UNIT TABULATION OF BIDDERS           TIME FOR COMPLETION * 08/15/2003
       ROAD   *   KY 931                                                                      PROJECT CODE * 03-0035
       TYPE   *   ASPHALT SURFACE

                                                        DATE   01-17-03

     1 MOUNTAIN ENTERPRISES INC                   $   902,081.10      4                                            $
     2                                            $                   5                                            $
     3                                            $                   6                                            $
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID

 1   ASPH PAVE MILLING & TEXTURING    240.000 TON          45.0000
 2   LEVELING AND WEDGING PG64-22    1100.000 TON          45.9500
 3   ASPHALT MIX FOR PAVEMENT WEDGE  1983.000 TON          45.9500
 4   CL3 ASPH SURF 0.50D PG70-22    11995.000 TON          53.5500
 5   PAVE STRIPING-PERM PAINT-4 IN 217000.000 LIN FT        0.3000
 6   PAVE STRIPING-TEMP PAINT-4 IN  40000.000 LIN FT        0.2500
 7   SIGNS                            300.000 SQ FT         9.5000
 8   MAINTAIN AND CONTROL TRAFFIC       1.000 LP SUM    15000.0000
 9   MOBILIZATION FOR MILL & TEXT       1.000 LP SUM     1000.0000
10   DEMOBILIZATION                     1.000 LP SUM    13335.0000


11   TOTAL BID                                           902081.10
                                                         TRANSPORTATION CABINET                                               PAGE 53
     COUNTY   *   LEWIS                    09             DEPARTMENT OF HIGHWAYS               LENGTH OF PROJECT *      3.0000 MILES
PROJECT NO.   *   FD05 068 0010 000-003                 UNIT TABULATION OF BIDDERS           TIME FOR COMPLETION * 10/01/2003
       ROAD   *   KY 10                                                                             PROJECT CODE * 03-0036
       TYPE   *   ASPHALT SURFACE

                                                               DATE   01-17-03

     1 MOUNTAIN ENTERPRISES INC                   $   114,575.90      4                                            $
     2 H G MAYS CORPORATION                       $   128,396.02      5                                            $
     3                                            $                   6                                            $
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID

 1   LEVELING AND WEDGING PG64-22           440.000   TON         40.6600         35.5100
 2   CL2 ASPH SURF 0.38D PG64-22           2715.000   TON                         35.5100
 3   CL2 ASPH SURF 0.38D PG64-22 SL        1975.000   TON         40.6600
 4   PAVE STRIPING-PERM PAINT-4 IN        58400.000   LIN FT       0.1600           0.1700
 5   PAVE STRIPING-TEMP PAINT-4 IN        13300.000   LIN FT       0.1600           0.1800
 6   SIGNS                                  215.000   SQ FT        1.0000           5.5000
 7   MAINTAIN AND CONTROL TRAFFIC             1.000   LP SUM    3000.0000         960.0000
 8   DEMOBILIZATION                           1.000   LP SUM    1695.0000        1897.4700


 9   TOTAL BID                                                  114575.90        128396.02
                                                         TRANSPORTATION CABINET                                         PAGE 54
     COUNTY   *   MADISON                   07            DEPARTMENT OF HIGHWAYS         LENGTH OF PROJECT *      4.0560 MILES
PROJECT NO.   *   FD05 076 0021 010-015                 UNIT TABULATION OF BIDDERS     TIME FOR COMPLETION * 08/15/2003
       ROAD   *   KY 21                                                                       PROJECT CODE * 03-0038
       TYPE   *   ASPHALT SURFACE

                                                               DATE   01-17-03

     1 THE ALLEN COMPANY INC                      $   495,900.00      4                                            $
     2                                            $                   5                                            $
     3                                            $                   6                                            $
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID

 1   ASPH PAVE MILLING & TEXTURING          250.000   TON         20.0000
 2   LEVELING AND WEDGING PG64-22           895.000   TON         32.0000
 3   CL2 ASPH BINDER 0.5D PG76-22          4895.000   TON         37.0000
 4   CL3 ASPH SURF 0.50D PG76-22           5685.000   TON         37.0000
 5   PAVE STRIPING-PERM PAINT-4 IN        91500.000   LIN FT       0.1000
 6   PAVE STRIPING-TEMP PAINT-4 IN        70000.000   LIN FT       0.1000
 7   BASE FAILURE REPAIR                    500.000   SQ YD       50.0000
 8   REMOVE PAVEMENT MARKER TYPE V          535.000   EACH         3.0000
 9   BARRICADE-TYPE III                       4.000   EACH       200.0000
10   SIGNS                                  230.000   SQ FT        5.0000
11   FLASHING ARROW                           2.000   EACH      1000.0000
12   MAINTAIN AND CONTROL TRAFFIC             1.000   LP SUM   16265.0000
13   MOBILIZATION FOR MILL & TEXT             1.000   LP SUM     500.0000
14   DEMOBILIZATION                           1.000   LP SUM    7330.0000


15   TOTAL BID                                                  495900.00
                                                         TRANSPORTATION CABINET                                         PAGE 55
     COUNTY   *   MARTIN                   12             DEPARTMENT OF HIGHWAYS         LENGTH OF PROJECT *      2.0120 MILES
PROJECT NO.   *   FD05 080 1714 005-008                 UNIT TABULATION OF BIDDERS     TIME FOR COMPLETION * 10/01/2003
       ROAD   *   KY 1714                                                                     PROJECT CODE * 03-0039
       TYPE   *   ASPHALT SURFACE

                                                               DATE   01-17-03

     1 MOUNTAIN ENTERPRISES INC                   $   192,346.05      4                                            $
     2                                            $                   5                                            $
     3                                            $                   6                                            $
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID

 1   LEVELING AND WEDGING PG64-22           345.000   TON         49.1100
 2   ASPHALT MIX FOR PAVEMENT WEDGE         260.000   TON         49.1100
 3   CL3 ASPH SURF 0.50C PG70-22           2430.000   TON         57.6500
 4   PAVE STRIPING-PERM PAINT-4 IN        42500.000   LIN FT       0.3000
 5   PAVE STRIPING-TEMP PAINT-4 IN         9000.000   LIN FT       0.2500
 6   SIGNS                                  200.000   SQ FT        1.0000
 7   MAINTAIN AND CONTROL TRAFFIC             1.000   LP SUM    4500.0000
 8   DEMOBILIZATION                           1.000   LP SUM    2845.0000


 9   TOTAL BID                                                  192346.05
                                                        TRANSPORTATION CABINET                                          PAGE 56
     COUNTY   *   MASON                   09             DEPARTMENT OF HIGHWAYS          LENGTH OF PROJECT *      0.3700 MILES
PROJECT NO.   *   FD05 081 2519 000-001                UNIT TABULATION OF BIDDERS      TIME FOR COMPLETION * 08/15/2003
       ROAD   *   KY 2519                                                                     PROJECT CODE * 03-0040
       TYPE   *   ASPHALT SURFACE

                                                              DATE   01-17-03

     1 H G MAYS CORPORATION                       $    27,869.50      4                                            $
     2                                            $                   5                                            $
     3                                            $                   6                                            $
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID

 1   ASPH PAVE MILLING & TEXTURING         300.000   TON         26.5000
 2   D G A BASE                             40.000   TON         25.0000
 3   CL2 ASPH SURF 0.38D PG64-22           300.000   TON         43.7900
 4   PAVE STRIPING-PERM PAINT-4 IN        3900.000   LIN FT       0.2300
 5   PAVE STRIPING-TEMP PAINT-4 IN        3900.000   LIN FT       0.2400
 6   SIGNS                                 265.000   SQ FT        7.5000
 7   MAINTAIN AND CONTROL TRAFFIC            1.000   LP SUM     350.0000
 8   MOBILIZATION FOR MILL & TEXT            1.000   LP SUM    1200.0000
 9   DEMOBILIZATION                          1.000   LP SUM     412.0000


10   TOTAL BID                                                  27869.50
                                                         TRANSPORTATION CABINET                                         PAGE 57
     COUNTY   *   MERCER                   07             DEPARTMENT OF HIGHWAYS         LENGTH OF PROJECT *      3.2200 MILES
PROJECT NO.   *   FD04 084 0127 011-015                 UNIT TABULATION OF BIDDERS     TIME FOR COMPLETION * 08/15/2003
       ROAD   *   US 127                                                                      PROJECT CODE * 03-0041
       TYPE   *   ASPHALT SURFACE

                                                               DATE   01-17-03

     1 MAGO CONSTRUCTION COMPANY LLC              $   908,119.99      4                                            $
     2                                            $                   5                                            $
     3                                            $                   6                                            $
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID

 1   ASPHALT SCRATCH COURSE PG76-22        5226.000   TON         45.0000
 2   LEVELING AND WEDGING PG64-22          1320.000   TON         42.0000
 3   EDGE KEY                                96.000   LIN FT      45.0000
 4   CL3 ASPH SURF 0.50B PG76-22           7840.000   TON         45.0000
 5   CL2 ASPH SURF 0.50D PG64-22           5090.000   TON         40.0000
 6   PAVE STRIPING-PERM PAINT-4 IN        77850.000   LIN FT       0.2200
 7   PAVE STRIPING-TEMP PAINT-4 IN         8500.000   LIN FT       0.2200
 8   REMOVE PAVEMENT MARKER TYPE V          519.000   EACH         7.5000
 9   SIGNS                                  310.000   SQ FT        8.0000
10   MAINTAIN AND CONTROL TRAFFIC             1.000   LP SUM   18000.0000
11   DEMOBILIZATION                           1.000   LP SUM   13420.4900


12   TOTAL BID                                                  908119.99
                                                          TRANSPORTATION CABINET                                        PAGE 58
     COUNTY   *   MERCER                    07             DEPARTMENT OF HIGHWAYS        LENGTH OF PROJECT *      5.9870 MILES
PROJECT NO.   *   FD05 084 0068 000-006                  UNIT TABULATION OF BIDDERS    TIME FOR COMPLETION * 08/15/2003
       ROAD   *   US 68                                                                       PROJECT CODE * 03-0042
       TYPE   *   ASPHALT SURFACE

                                                                DATE   01-17-03

     1 MAGO CONSTRUCTION COMPANY LLC              $   265,513.34      4                                            $
     2                                            $                   5                                            $
     3                                            $                   6                                            $
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID

 1   LEVELING AND WEDGING PG64-22            583.000   TON         41.5000
 2   CL2 ASPH SURF 0.38D PG64-22            4930.000   TON         41.5000
 3   PAVE STRIPING-PERM PAINT-4 IN        121000.000   LIN FT       0.2200
 4   PAVE STRIPING-TEMP PAINT-4 IN         20000.000   LIN FT       0.0500
 5   SIGNS                                   210.000   SQ FT        8.0000
 6   MAINTAIN AND CONTROL TRAFFIC              1.000   LP SUM    3500.0000
 7   DEMOBILIZATION                            1.000   LP SUM    3923.8400


 8   TOTAL BID                                                   265513.34
                                                         TRANSPORTATION CABINET                                         PAGE 59
     COUNTY   *   MONROE                   03             DEPARTMENT OF HIGHWAYS         LENGTH OF PROJECT *      5.2270 MILES
PROJECT NO.   *   FD05 086 0216 004-010                 UNIT TABULATION OF BIDDERS     TIME FOR COMPLETION * 10/01/2003
       ROAD   *   KY 216                                                                      PROJECT CODE * 03-0043
       TYPE   *   ASPHALT SURFACE

                                                               DATE   01-17-03

     1 SCOTTY'S CONTRACTING AND STONE LLC         $   214,150.73      4                                            $
     2                                            $                   5                                            $
     3                                            $                   6                                            $
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID

 1   LEVELING AND WEDGING PG64-22          1145.000   TON         38.6500
 2   CL1 ASPH SURF 0.38D PG76-22           3190.000   TON         44.7500
 3   PAVE STRIPING-PERM PAINT-4 IN        49700.000   LIN FT       0.2700
 4   PAVE STRIPING-TEMP PAINT-4 IN        29820.000   LIN FT       0.2100
 5   LOW SHOULDER SIGN                       10.000   EACH       120.0000
 6   SIGNS                                  189.000   SQ FT        7.0000
 7   MAINTAIN AND CONTROL TRAFFIC             1.000   LP SUM    1775.0000
 8   DEMOBILIZATION                           1.000   LP SUM    3164.7800


 9   TOTAL BID                                                  214150.73
                                                        TRANSPORTATION CABINET                                          PAGE 60
     COUNTY   *   NICHOLAS                 09            DEPARTMENT OF HIGHWAYS          LENGTH OF PROJECT *      2.3210 MILES
PROJECT NO.   *   FD05 091 0606 000-003                UNIT TABULATION OF BIDDERS      TIME FOR COMPLETION * 09/15/2003
       ROAD   *   KY 606                                                                      PROJECT CODE * 03-0044
       TYPE   *   ASPHALT SURFACE

                                                              DATE   01-17-03

     1 HINKLE CONTRACTING CORPORATION             $    79,927.50      4                                            $
     2                                            $                   5                                            $
     3                                            $                   6                                            $
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID

 1   D G A BASE                            315.000   TON         25.0000
 2   LEVELING AND WEDGING PG64-22          350.000   TON         41.7500
 3   CL1 ASPH SURF 0.38D PG64-22          1280.000   TON         41.7500
 4   SIGNS                                 150.000   SQ FT        8.0000
 5   MAINTAIN AND CONTROL TRAFFIC            1.000   LP SUM    1600.0000
 6   DEMOBILIZATION                          1.000   LP SUM    1200.0000


 7   TOTAL BID                                                  79927.50
                                                         TRANSPORTATION CABINET                                               PAGE 61
     COUNTY   *   POWELL                   10             DEPARTMENT OF HIGHWAYS               LENGTH OF PROJECT *      1.5460 MILES
PROJECT NO.   *   FD05 099 0011 019-021                 UNIT TABULATION OF BIDDERS           TIME FOR COMPLETION * 08/15/2003
       ROAD   *   KY 11                                                                             PROJECT CODE * 03-0045
       TYPE   *   ASPHALT SURFACE

                                                               DATE   01-17-03

     1 THE WALKER COMPANY OF KENTUCKY INC         $   119,764.75      4                                            $
     2 HINKLE CONTRACTING CORPORATION             $   143,227.90      5                                            $
     3                                            $                   6                                            $
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID

 1   LEVELING AND WEDGING PG64-22           250.000   TON         37.6500          47.5000
 2   ASPHALT MIX FOR PAVEMENT WEDGE         450.000   TON         39.3500          48.5000
 3   CL3 ASPH SURF 0.50C PG70-22           1815.000   TON         40.8500          48.5000
 4   PAVE STRIPING-PERM PAINT-4 IN        28600.000   LIN FT       0.3000           0.2600
 5   PAVE STRIPING-TEMP PAINT-4 IN        11440.000   LIN FT       0.3000           0.2600
 6   EDGE KEY                                30.000   LIN FT      45.0000          90.0000
 7   SIGNS                                  410.000   SQ FT        7.0000           9.0000
 8   MAINTAIN AND CONTROL TRAFFIC             1.000   LP SUM     500.0000        2500.0000
 9   DEMOBILIZATION                           1.000   LP SUM    1770.0000        2200.0000


10   TOTAL BID                                                  119764.75        143227.90
                                                         TRANSPORTATION CABINET                                         PAGE 62
     COUNTY   *   ROCKCASTLE               08             DEPARTMENT OF HIGHWAYS         LENGTH OF PROJECT *      3.3830 MILES
PROJECT NO.   *   FD05 102 0025 011-016                 UNIT TABULATION OF BIDDERS     TIME FOR COMPLETION * 08/15/2003
       ROAD   *   US 25                                                                       PROJECT CODE * 03-0046
       TYPE   *   ASPHALT SURFACE

                                                               DATE   01-17-03

     1 ELMO GREER & SONS LLC                      $   454,061.44      4                                            $
     2                                            $                   5                                            $
     3                                            $                   6                                            $
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID

 1   ASPH PAVE MILLING & TEXTURING         6325.000   TON         16.8900
 2   LEVELING AND WEDGING PG64-22           335.000   TON         40.0700
 3   CL3 ASPH SURF 0.50C PG76-22           6325.000   TON         45.2100
 4   PAVE STRIPING-PERM PAINT-4 IN        79300.000   LIN FT       0.1500
 5   PAVE STRIPING-TEMP PAINT-4 IN        36000.000   LIN FT       0.1500
 6   REMOVE PAVEMENT MARKER TYPE V          252.000   EACH         5.0000
 7   SIGNS                                  330.000   SQ FT        9.0000
 8   FLASHING ARROW                           2.000   EACH      2500.0000
 9   MAINTAIN AND CONTROL TRAFFIC             1.000   LP SUM   13531.7800
10   MOBILIZATION FOR MILL & TEXT             1.000   LP SUM     880.0000
11   DEMOBILIZATION                           1.000   LP SUM    6918.7100


12   TOTAL BID                                                  454061.44
                                                       TRANSPORTATION CABINET                                           PAGE 63
     COUNTY   *   ROWAN                   09            DEPARTMENT OF HIGHWAYS           LENGTH OF PROJECT *      1.1950 MILES
PROJECT NO.   *   FD05 103 3138 000-002               UNIT TABULATION OF BIDDERS       TIME FOR COMPLETION * 10/01/2003
       ROAD   *   KY 3138                                                                     PROJECT CODE * 03-0047
       TYPE   *   ASPHALT SURFACE

                                                             DATE   01-17-03

     1 HINKLE CONTRACTING CORPORATION             $    49,993.75      4                                            $
     2                                            $                   5                                            $
     3                                            $                   6                                            $
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID

 1   D G A BASE                           245.000   TON         24.7500
 2   LEVELING AND WEDGING PG64-22         190.000   TON         46.0000
 3   CL1 ASPH SURF 0.38D PG64-22          690.000   TON         46.0000
 4   SIGNS                                 65.000   SQ FT       10.0000
 5   MAINTAIN AND CONTROL TRAFFIC           1.000   LP SUM    2000.0000
 6   DEMOBILIZATION                         1.000   LP SUM     800.0000


 7   TOTAL BID                                                 49993.75
                                                         TRANSPORTATION CABINET                                         PAGE 64
     COUNTY   *   TODD                     03             DEPARTMENT OF HIGHWAYS         LENGTH OF PROJECT *      0.5930 MILES
PROJECT NO.   *   FD05 110 0041 000-001                 UNIT TABULATION OF BIDDERS     TIME FOR COMPLETION * 08/15/2003
       ROAD   *   US 41                                                                       PROJECT CODE * 03-0048
       TYPE   *   ASPHALT SURFACE

                                                               DATE   01-17-03

     1 SCOTTY'S CONTRACTING AND STONE LLC         $    64,988.92      4                                            $
     2                                            $                   5                                            $
     3                                            $                   6                                            $
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID

 1   ASPH PAVE MILLING & TEXTURING          350.000   TON         33.9000
 2   AGGREGATE FOR SHOULDERS                 60.000   TON         25.0000
 3   AGGREGATE FOR MAILBOX TURNOUTS          20.000   TON         25.0000
 4   LEVELING AND WEDGING PG64-22            85.000   TON         44.9000
 5   ASPHALT MIX FOR PAVEMENT WEDGE          65.000   TON         44.2000
 6   SIDEWALK RAMP TYPE 3                     1.000   EA        1800.0000
 7   CL2 ASPH SURF 0.38D PG70-22            745.000   TON         44.2000
 8   PAVE STRIPING-PERM PAINT-4 IN        12000.000   LIN FT       0.2900
 9   PAVE STRIPING-TEMP PAINT-4 IN         4000.000   LIN FT       0.1800
10   REMOVE PAVEMENT MARKER TYPE V           78.000   EACH         5.0000
11   SIGNS                                  315.000   SQ FT        7.0000
12   MAINTAIN AND CONTROL TRAFFIC             1.000   LP SUM    1450.0000
13   MOBILIZATION FOR MILL & TEXT             1.000   LP SUM     500.0000
14   DEMOBILIZATION                           1.000   LP SUM     960.4200


15   TOTAL BID                                                   64988.92
                                                         TRANSPORTATION CABINET                                         PAGE 65
     COUNTY   *   WASHINGTON               04             DEPARTMENT OF HIGHWAYS         LENGTH OF PROJECT *      1.5860 MILES
PROJECT NO.   *   FD05 115 0390 000-002                 UNIT TABULATION OF BIDDERS     TIME FOR COMPLETION * 10/30/2003
       ROAD   *   KY 390                                                                      PROJECT CODE * 03-0049
       TYPE   *   ASPHALT SURFACE

                                                               DATE   01-17-03

     1 NALLY & HAYDON LLC AND SUBSIDIARIES        $    57,901.18      4                                            $
     2                                            $                   5                                            $
     3                                            $                   6                                            $
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID

 1   D G A BASE                             245.000   TON         19.0000
 2   LEVELING AND WEDGING PG64-22           210.000   TON         38.5000
 3   CL1 ASPH SURF 0.38D PG64-22           1015.000   TON         38.5000
 4   PAVE STRIPING-PERM PAINT-4 IN        15100.000   LIN FT       0.1600
 5   PAVE STRIPING-TEMP PAINT-4 IN         4600.000   LIN FT       0.1200
 6   SIGNS                                  170.000   SQ FT        3.0000
 7   MAINTAIN AND CONTROL TRAFFIC             1.000   LP SUM    1750.0000
 8   DEMOBILIZATION                           1.000   LP SUM     855.6800


 9   TOTAL BID                                                   57901.18
                                                       TRANSPORTATION CABINET                                                  PAGE 66
     COUNTY   *   POWELL                   10           DEPARTMENT OF HIGHWAYS                  LENGTH OF PROJECT *             MILES
PROJECT NO.   *   FE02 099 9000 B00018N               UNIT TABULATION OF BIDDERS              TIME FOR COMPLETION * SEE PROPOSAL
       ROAD   *   MOUNTAIN PARKWAY                                                                   PROJECT CODE * 03-0050
       TYPE   *   BRIDGE DECK RESTORATION & WATERPROOFING

                                                             DATE   01-17-03

     1 DELONG CONCRETE LLC                        $    81,702.98      4 INTECH CONTRACTING INC                     $   114,890.00
     2 M & M SERVICES CO INC                      $    95,408.57      5 THE VELOTTA COMPANY                        $   119,519.70
     3 MID-AMERICA BRIDGE CO INC                  $   103,250.40      6 OVERLAY INC                                $   121,443.60
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID

 1   STEEL REINFORCEMENT                  267.200   LB           2.0000          1.0000       2.0000      2.0000      2.0000       1.7500
 2   REM EPOXY BIT FOREIGN OVERLAY        680.000   SQ YD        6.0000         13.1000      15.0000     14.0000     15.0000       8.0000
 3   BLAST CLEANING                       733.000   SQ YD        3.0000          6.0000       5.0000      7.5000      4.5000       7.0000
 4   EPOXY SAND SLURRY                     52.900   SQ YD       20.0000         24.0000      20.0000     19.0000     22.0000      33.0000
 5   CONC CLASS M FULL DEPTH PATCH          6.600   CU YD       50.0000        200.0000     500.0000    100.0000    125.0000     500.0000
 6   ARMORED EDGE FOR CONCRETE             69.300   LIN FT     105.0000         88.0000     100.0000    145.0000     80.0000     225.0000
 7   EXPAN JOINT REPLACE 1 1/2"            34.600   LIN FT     210.0000        260.0000     250.0000    300.0000    310.0000     325.0000
 8   EXPAN JOINT REPLACE 2"                34.600   LIN FT     210.0000        265.0000     250.0000    310.0000    330.0000     345.0000
 9   PAVE STRIPING-DUR TY 1-6" W          272.000   LIN FT       3.0000          3.9000       4.0000      3.0000      3.0500       3.9000
10   PAVE STRIPING-DUR TY 1-6" Y          204.000   LIN FT       3.0000          3.9000       4.0000      3.0000      3.0500       3.9000
11   PAVE STRIPING-TEMP REM TAPE-B       1000.000   LIN FT       3.0000          1.7500       2.0000      2.0000      1.8500       3.7500
12   PAVE STRIPING-TEMP REM TAPE-W       1958.000   LIN FT       0.5000          1.0000       1.5000      1.2500      1.4500       1.6000
13   PAVE STRIPING-TEMP REM TAPE-Y       1958.000   LIN FT       0.5000          1.0000       1.5000      1.2500      1.4500       1.7000
14   WATER-FILLED BARRIERS                403.000   LIN FT       5.0000         15.0000      10.0000     17.0000     19.0000      14.0000
15   RELOCATE WATER-FILLED BARRIERS       403.000   LIN FT       5.0000          7.0000      10.0000     10.0000      4.0000      14.0000
16   CONCRETE OVERLAY-LATEX                33.500   CU YD     1100.0000        850.0000    1000.0000   1200.0000   1500.0000    1000.0000
17   CONC OVERLAY-LOW SLUMP                43.000   CU YD
18   LANE CLOSURE                           2.000   EA         500.0000        1400.0000    500.0000    650.0000    800.0000    1500.0000
19   SIGNS                                137.000   SQ FT        5.0000           7.0000     25.0000      4.5000      3.0000       9.0000
20   FLASHING ARROW                         1.000   EACH       500.0000         550.0000    500.0000    500.0000    300.0000    1500.0000
21   MAINTAIN AND CONTROL TRAFFIC           1.000   LP SUM    1000.0000        4400.0000   2000.0000   3000.0000   3000.0000    2000.0000
22   DEMOBILIZATION                         1.000   LP SUM    1242.0800        1409.9700   2000.0000   1698.0000   2000.0000    2000.0000


23   TOTAL BID                                                 81702.98        95408.57    103250.40   114890.00   119519.70    121443.60
                                                       TRANSPORTATION CABINET                                           PAGE 67
     COUNTY   *   POWELL                   10           DEPARTMENT OF HIGHWAYS           LENGTH OF PROJECT *             MILES
PROJECT NO.   *   FE02 099 9000 B00018N               UNIT TABULATION OF BIDDERS       TIME FOR COMPLETION * SEE PROPOSAL
       ROAD   *   MOUNTAIN PARKWAY                                                            PROJECT CODE * 03-0050
       TYPE   *   BRIDGE DECK RESTORATION & WATERPROOFING

                                                             DATE   01-17-03

     7 HORNE & TRAMEL CONSTRUCTION COMPANY        $   125,237.90     10                                            $
     8                                            $                 11                                            $
     9                                            $                 12                                            $
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID

 1   STEEL REINFORCEMENT                  267.200   LB           0.7500
 2   REM EPOXY BIT FOREIGN OVERLAY        680.000   SQ YD       12.0000
 3   BLAST CLEANING                       733.000   SQ YD        7.5000
 4   EPOXY SAND SLURRY                     52.900   SQ YD       25.0000
 5   CONC CLASS M FULL DEPTH PATCH          6.600   CU YD      100.0000
 6   ARMORED EDGE FOR CONCRETE             69.300   LIN FT     175.0000
 7   EXPAN JOINT REPLACE 1 1/2"            34.600   LIN FT     250.0000
 8   EXPAN JOINT REPLACE 2"                34.600   LIN FT     250.0000
 9   PAVE STRIPING-DUR TY 1-6" W          272.000   LIN FT       3.0000
10   PAVE STRIPING-DUR TY 1-6" Y          204.000   LIN FT       3.0000
11   PAVE STRIPING-TEMP REM TAPE-B       1000.000   LIN FT       2.0000
12   PAVE STRIPING-TEMP REM TAPE-W       1958.000   LIN FT       2.0000
13   PAVE STRIPING-TEMP REM TAPE-Y       1958.000   LIN FT       2.0000
14   WATER-FILLED BARRIERS                403.000   LIN FT      15.0000
15   RELOCATE WATER-FILLED BARRIERS       403.000   LIN FT      10.0000
16   CONCRETE OVERLAY-LATEX                33.500   CU YD     1500.0000
17   CONC OVERLAY-LOW SLUMP                43.000   CU YD
18   LANE CLOSURE                           2.000   EA         700.0000
19   SIGNS                                137.000   SQ FT        5.0000
20   FLASHING ARROW                         1.000   EACH       300.0000
21   MAINTAIN AND CONTROL TRAFFIC           1.000   LP SUM    4100.0000
22   DEMOBILIZATION                         1.000   LP SUM    1900.0000


23   TOTAL BID                                                125237.90
                                                        TRANSPORTATION CABINET                                                 PAGE 68
     COUNTY   *   LEWIS                   09             DEPARTMENT OF HIGHWAYS                 LENGTH OF PROJECT *      0.0250 MILES
PROJECT NO.   *   FE01 068 0009 027-028                UNIT TABULATION OF BIDDERS             TIME FOR COMPLETION * 05/31/2003
       ROAD   *   KY 9                                                                               PROJECT CODE * 03-0051
       TYPE   *   SLIDE CORRECTION

                                                              DATE   01-17-03

     1 HORNE & TRAMEL CONSTRUCTION COMPANY        $    38,250.00      4 KAY & KAY CONTRACTING LLC                  $    88,000.00
     2 R L CAUDILL CONSTRUCTION INC               $    47,631.96      5                                            $
     3 A S L EXCAVATING INC                       $    52,875.55      6                                            $
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID

 1   ROADWAY EXCAVATION                   1230.000   CU YD        8.0000           5.2000     7.0300      19.0000
 2   CONCRETE-CLASS A                       11.160   CU YD      400.0000         400.0000   790.0000     950.0000
 3   STEEL REINFORCEMENT                   322.000   LB           1.0000           1.5000     1.0000       1.0000
 4   SIGNS                                 150.000   SQ FT        5.0000           7.0000     7.0000      10.0000
 5   CULVERT PIPE-48 INCH                   30.000   LIN FT      65.0000         250.0000   199.7500     530.0000
 6   SILT CHECK                              4.000   EACH        50.0000          50.0000   100.0000     100.0000
 7   CLEAN SILT CHECK                        4.000   EACH        25.0000           0.0100     1.0000      25.0000
 8   CHANNEL LINING CLASS II                54.000   TON         40.0000          22.0000    20.4100      20.0000
 9   FABRIC-GEOTEXTILE TYPE III            940.000   SQ YD        1.1000           1.8500     1.5100       2.0000
10   R/W FENCE-WOVEN WIRE                   40.000   LIN FT      12.0000          22.8000    23.2500      19.0000
11   CRUSHED AGGREGATE SIZE NO 3          1156.000   TON         14.0000          16.0000    19.3000      17.0000
12   STAKING                                 1.000   LP SUM     100.0000        1500.0000   600.0000    1000.0000
13   MAINTAIN AND CONTROL TRAFFIC            1.000   LP SUM     100.0000        3000.0000   500.0000   10000.0000
14   DEMOBILIZATION                          1.000   LP SUM     566.0000         703.9200   781.4100    1434.0000


15   TOTAL BID                                                  38250.00        47631.96    52875.55    88000.00
                                                       TRANSPORTATION CABINET                                                    PAGE 69
     COUNTY   *   VARIOUS                  05           DEPARTMENT OF HIGHWAYS                    LENGTH OF PROJECT *    252.8210 MILES
PROJECT NO.   *   FE01 121 DW03 0000024               UNIT TABULATION OF BIDDERS                TIME FOR COMPLETION * SEE PROPOSAL
       ROAD   *   VARIOUS                                                                              PROJECT CODE * 03-0053
       TYPE   *   HERBCIDE APPLICATION AROUND GUARDRAILS

                                                              DATE   01-17-03

     1 DEANGELO BROTHERS INC                      $    59,857.65      4                                            $
     2 NATURCHEM WEST INC                         $    75,000.31      5                                            $
     3 LINKEL COMPANY                             $   194,500.00      6                                            $
------------------------------------------------------------------------------------------------------------------------------------
ITEM #      ITEM DESCRIPTION          QUANTITY   UNIT    $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID   $ UNIT BID

  1   HERBICIDE SPRAY OF GUARDRAIL      796498.000   LIN FT       0.0201           0.0280       0.0500
  2   MAINTAIN AND CONTROL TRAFFIC           1.000   LP SUM    1500.0000        2935.0000   17500.0000
  3   HERBICIDE SPRAY OF GUARDRAIL       35940.000   LIN FT       0.0202           0.0280       0.0500
  4   MAINTAIN AND CONTROL TRAFFIC           1.000   LP SUM    1500.0000         183.0000    2000.0000
  5   HERB SPRAY BEHIND GUARDRAIL       704423.000   LIN FT       0.0201           0.0230       0.0500
  6   MAINTAIN AND CONTROL TRAFFIC           1.000   LP SUM    1500.0000        2267.0000   15000.0000
  7   HERBICIDE SPRAY OF GUARDRAIL      512511.000   LIN FT       0.0202           0.0280       0.0500
  8   MAINTAIN AND CONTROL TRAFFIC           1.000   LP SUM    1500.0000        1900.0000   12000.0000
  9   HERB SPRAY BEHIND GUARDRAIL       478132.000   LIN FT       0.0201           0.0230       0.0700
 10   MAINTAIN AND CONTROL TRAFFIC           1.000   LP SUM    1500.0000        1733.0000    8000.0000
 11   DEMOBILIZATION                         1.000   LP SUM    1500.0000        1125.0000    4062.1600


12    TOTAL BID                                                 59857.65        75000.31    194500.00

				
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Description: Apex Contracting document sample