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Contract Letting February 22,  2001

                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 02/22/01
                                                                                                             PAGE : 2
                                                          VENDOR RANKING

     CALL ORDER   : F26                     CONTRACT ID : 8620                         COUNTIES : CHERRY
     LETTING DATE : 02/22/01                DISTRICT    : 8
                                                                                           PROJECT(S) : EACNH-STPB-83-4(111)
     CONTRACT DESCRIPTION :
     ON US-83 BETWEEN THEDFORD AND VALENTINE.

  --------------------------------------------------------------------------------------------------------------------------
      VENDOR NO.           BID NOTES
  --------------------------------------------------------------------------------------------------------------------------

  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   0477           WESTERN ENGINEERING COMPANY, INC.                                      $  3,765,861.49     100.0000%
   2   0875           BROWER CONSTRUCTION CO.                                                $  3,978,590.91     105.6488%
   3   1661           U.S. ASPHALT CO.                                                       $  4,099,560.72     108.8611%
   4   1344           DOBSON BROTHERS CONSTRUCTION COMPANY                                   $  4,326,014.38     114.8744%
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 02/22/01
                                                                                                             PAGE : 3
                                                        TABULATION OF BIDS

     CALL ORDER   : F26                    CONTRACT ID : 8620                        COUNTIES : CHERRY
     LETTING DATE : 02/22/01  1:30 PM       DISTRICT    : 8
                                                                                     PROJECT(S) : EACNH-STPB-83-4(111)



====================================================================================================================================
                                          |(1) 0477                    |(2) 0875                    |(3) 1661
                                          |WESTERN ENGINEERING COMPANY,|BROWER CONSTRUCTION CO.     |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   GROUP 1 GRADING
                                          |                            |                            |
0001 L020.01                3210.000  m2  |      10.00000      32100.00|      10.10000      32421.00|      10.27000       32966.70
  EROSION CONTROL, TYPE A                 |                            |                            |
0002 L020.03               34458.000  m2  |       2.50000      86145.00|       2.53000      87178.74|       2.57000       88557.06
  EROSION CONTROL, TYPE C                 |                            |                            |
0003 L020.20               22672.000  m2  |       0.65000      14736.80|       0.66000      14963.52|       0.67000       15190.24
  SLOPE PROTECTION NETTING                |                            |                            |
0004 L021.01                 105.000  BALE|      30.00000       3150.00|      30.30000       3181.50|      30.81000        3235.05
  EROSION CHECKS, TYPE A                  |                            |                            |
0005 L021.03                1652.000  BALE|      25.00000      41300.00|      25.25000      41713.00|      25.67000       42406.84
  EROSION CHECKS, TYPE C                  |                            |                            |
0006 L021.11                 133.000  BALE|      25.00000       3325.00|      25.25000       3358.25|      25.67000        3414.11
  EROSION CHECKS, TYPE ST-A               |                            |                            |
0007 L021.14                 280.000  BALE|      25.00000       7000.00|      25.25000       7070.00|      25.67000        7187.60
  EROSION CHECKS, TYPE ST-C               |                            |                            |
0008 L022.25               10102.000  m   |       9.00000      90918.00|       9.09000      91827.18|       9.24000       93342.48
  FABRIC SILT FENCE, TYPE COIR FIBER      |                            |                            |
0009 L022.75                 864.800  m   |      17.00000      14701.60|      17.17000      14848.62|      17.46000       15099.41
  TEMPORARY SILT CHECK                    |                            |                            |
0010 0030.10                          LUMP|   23500.00000      23500.00|   68727.54000      68727.54|   44672.53000       44672.53
  MOBILIZATION                            |                            |                            |
0011 1009.00                          LUMP|    7500.00000       7500.00|    2413.22000       2413.22|    2567.39000        2567.39
  GENERAL CLEARING AND GRUBBING           |                            |                            |
0012 1010.00              426783.000  m3  |       1.37000     584692.71|       1.38000     588960.54|       1.41000      601764.03
  EXCAVATION                              |                            |                            |
0013 1010.01               35475.000  m3  |       1.28000      45408.00|       1.35000      47891.25|       1.31000       46472.25
  EXCAVATION (ESTABLISHED QUANTITY)       |                            |                            |
0014 1011.00                4268.000  kL  |       0.25000       1067.00|       1.01000       4310.68|       0.01000          42.68
  WATER                                   |                            |                            |
0015 1012.00                 160.000  EACH|      60.00000       9600.00|      55.57000       8891.20|      61.62000        9859.20
  RIGHT-OF-WAY MARKERS                    |                            |                            |
0016 1040.00             1030000.000  m2  |       0.24000     247200.00|       0.24000     247200.00|       0.25000      257500.00
  SLOPE PROTECTION                        |                            |                            |
0017 1040.05               62455.000  m2  |       0.20000      12491.00|       0.20000      12491.00|       0.21000       13115.55
  TEMPORARY SLOPE PROTECTION              |                            |                            |
0018 1040.06                1133.000  Mg  |      70.00000      79310.00|      70.70000      80103.10|      71.89000       81451.37
  SLOPE PROTECTION MULCH                  |                            |                            |
0019 1041.00                5683.000  m2  |       0.72000       4091.76|       0.61000       3466.63|       0.74000        4205.42
  SALVAGING AND PLACING TOPSOIL           |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 02/22/01
                                                                                                             PAGE : 4
                                                        TABULATION OF BIDS

     CALL ORDER   : F26                    CONTRACT ID : 8620                        COUNTIES : CHERRY
     LETTING DATE : 02/22/01  1:30 PM       DISTRICT    : 8
                                                                                     PROJECT(S) : EACNH-STPB-83-4(111)



====================================================================================================================================
                                          |(1) 0477                    |(2) 0875                    |(3) 1661
                                          |WESTERN ENGINEERING COMPANY,|BROWER CONSTRUCTION CO.     |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 1042.00                7400.000  m2  |       2.40000      17760.00|       0.70000       5180.00|       2.46000       18204.00
  SALVAGING AND PLACING HYDRIC SOIL       |                            |                            |
0021 1111.00               11255.000  m   |       1.32000      14856.60|       0.30000       3376.50|       1.36000       15306.80
  REMOVE FENCE                            |                            |                            |
0022 7017.00                1737.000  m   |       6.50000      11290.50|       4.12000       7156.44|       6.68000       11603.16
  REMOVE GUARDRAIL                        |                            |                            |
     SECTION TOTALS                       |             $  1,352,143.97|             $  1,376,729.91|                $  1,408,163.87
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002   GROUP 4 CULVERTS
                                          |                            |                            |
0023 0030.40                          LUMP|    4500.00000       4500.00|    2865.54000       2865.54|    1026.95000        1026.95
  MOBILIZATION                            |                            |                            |
0024 4035.00                   2.000  EACH|     100.00000        200.00|     125.30000        250.60|     102.70000         205.40
  REMOVE FLARED-END SECTION               |                            |                            |
0025 4050.01                  38.000  m3  |      12.00000        456.00|       6.59000        250.42|      12.32000         468.16
  EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,|                            |                            |
   AND HEADWALLS                          |                            |                            |
0026 4350.24                   8.400  m   |      56.00000        470.40|      53.11000        446.12|      57.51000         483.08
  600 mm CORRUGATED METAL PIPE            |                            |                            |
0027 4350.30                  54.000  m   |      82.00000       4428.00|      63.96000       3453.84|      84.21000        4547.34
  750 mm CORRUGATED METAL PIPE            |                            |                            |
0028 4350.36                  16.000  m   |      98.00000       1568.00|      77.67000       1242.72|     100.64000        1610.24
  900 mm CORRUGATED METAL PIPE            |                            |                            |
0029 4350.48                   3.200  m   |     268.00000        857.60|     132.17000        422.94|     275.22000         880.70
  1200 mm CORRUGATED METAL PIPE           |                            |                            |
0030 4360.24                   4.000  EACH|     150.00000        600.00|     146.70000        586.80|     154.04000         616.16
  600 mm METAL FLARED-END SECTION         |                            |                            |
0031 4360.30                   4.000  EACH|     230.00000        920.00|     205.30000        821.20|     236.20000         944.80
  750 mm METAL FLARED-END SECTION         |                            |                            |
0032 4360.36                   2.000  EACH|     355.00000        710.00|     288.53000        577.06|     364.57000         729.14
  900 mm METAL FLARED-END SECTION         |                            |                            |
0033 4360.48                   2.000  EACH|     850.00000       1700.00|     691.01000       1382.02|     872.91000        1745.82
  1200 mm METAL FLARED-END SECTION        |                            |                            |
     SECTION TOTALS                       |             $     16,410.00|             $     12,299.26|                $     13,257.79
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003   GROUP 7B FENCING
                                          |                            |                            |
0034 0030.70                          LUMP|    1000.00000       1000.00|    5050.00000       5050.00|    5134.77000        5134.77
  MOBILIZATION                            |                            |                            |
0035 7101.00                   5.000  EACH|      70.00000        350.00|     202.00000       1010.00|     205.39000        1026.95
  PRIVATE FENCE TERMINALS                 |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 02/22/01
                                                                                                             PAGE : 5
                                                        TABULATION OF BIDS

     CALL ORDER   : F26                    CONTRACT ID : 8620                        COUNTIES : CHERRY
     LETTING DATE : 02/22/01  1:30 PM       DISTRICT    : 8
                                                                                     PROJECT(S) : EACNH-STPB-83-4(111)



====================================================================================================================================
                                          |(1) 0477                    |(2) 0875                    |(3) 1661
                                          |WESTERN ENGINEERING COMPANY,|BROWER CONSTRUCTION CO.     |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0036 7104.00                  82.000  EACH|     100.00000       8200.00|      20.20000       1656.40|      20.54000        1684.28
  PULL POSTS                              |                            |                            |
0037 7105.00                   7.000  EACH|      70.00000        490.00|      30.30000        212.10|      30.81000         215.67
  CORNER POSTS                            |                            |                            |
0038 7106.15                   2.000  EACH|     200.00000        400.00|     202.00000        404.00|     205.39000         410.78
  4.5 m VEHICLE GATE                      |                            |                            |
0039 7110.02                1650.000  m   |      15.33000      25294.50|      37.37000      61660.50|      38.00000       62700.00
  0.9 METER CHAIN-LINK FENCE              |                            |                            |
0040 7112.03                   6.000  EACH|      50.00000        300.00|     252.50000       1515.00|     256.74000        1540.44
  TAKE DOWN PANEL FOR 0.9 METER           |                            |                            |
  CHAIN-LINK FENCE                        |                            |                            |
0041 7115.02                  24.000  EACH|      75.00000       1800.00|      30.30000        727.20|      30.81000         739.44
  END POST FOR 0.9 METER CHAIN-LINK FENCE |                            |                            |
0042 7116.02                  24.000  EACH|      75.00000       1800.00|      30.30000        727.20|      30.81000         739.44
  CORNER POST FOR 0.9 m CHAIN-LINK FENCE  |                            |                            |
0043 7117.02                  24.000  EACH|     100.00000       2400.00|      25.25000        606.00|      25.67000         616.08
  PULL POST FOR 0.9 METER CHAIN-LINK FENCE|                            |                            |
0044 7130.00               12278.000  m   |       2.99000      36711.22|       4.04000      49603.12|       4.11000       50462.58
  BARBED WIRE FENCE                       |                            |                            |
     SECTION TOTALS                       |             $     78,745.72|             $    123,171.52|                $    125,270.43
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004   GROUP 9 BITUMINOUS
                                          |                            |                            |
0045 0002.40                 425.900  StaM|      23.10000       9838.29|      21.00000       8943.90|      21.57000        9186.66
  TEMPORARY SOLID LINES                   |                            |                            |
0046 0002.45                 212.950  StaM|      23.10000       4919.15|      21.00000       4471.95|      21.57000        4593.33
  TEMPORARY BROKEN LINES                  |                            |                            |
0047 0002.75               31500.000  m   |       0.15000       4725.00|       0.20000       6300.00|       0.21000        6615.00
  PERMANENT PAVEMENT MARKING              |                            |                            |
0048 0030.90                          LUMP|   24000.00000      24000.00|  191347.81000     191347.81|   33198.26000       33198.26
  MOBILIZATION                            |                            |                            |
0049 2021.00                   4.000  EACH|      50.00000        200.00|     100.00000        400.00|     102.70000         410.80
  MAILBOX POST                            |                            |                            |
0050 8008.00                 540.000  m3  |      23.55000      12717.00|      23.61000      12749.40|      24.18000       13057.20
  ARMOR COAT AGGREGATE                    |                            |                            |
0051 8029.84               63474.000  m2  |       1.55000      98384.70|       1.34000      85055.16|       1.98000      125678.52
  BITUMINOUS FOUNDATION COURSE 100 mm     |                            |                            |
0052 8111.00                 252.000  StaM|     175.00000      44100.00|     346.00000      87192.00|     188.54000       47512.08
  SHOULDER SUBGRADE PREPARATION           |                            |                            |
0053 9000.75                 100.000  Mg  |      12.00000       1200.00|      16.15000       1615.00|      43.96000        4396.00
  ASPHALTIC CONCRETE FOR STATE            |                            |                            |
  MAINTENANCE PATCHING, TYPE SPS          |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 02/22/01
                                                                                                             PAGE : 6
                                                        TABULATION OF BIDS

     CALL ORDER   : F26                    CONTRACT ID : 8620                        COUNTIES : CHERRY
     LETTING DATE : 02/22/01  1:30 PM       DISTRICT    : 8
                                                                                     PROJECT(S) : EACNH-STPB-83-4(111)



====================================================================================================================================
                                          |(1) 0477                    |(2) 0875                    |(3) 1661
                                          |WESTERN ENGINEERING COMPANY,|BROWER CONSTRUCTION CO.     |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0054 9005.00                 100.000  Mg  |      22.00000       2200.00|      53.13000       5313.00|      51.09000        5109.00
  ASPHALTIC CONCRETE FOR PATCHING, TYPE   |                            |                            |
  SP2                                     |                            |                            |
0055 9005.23               22750.000  Mg  |      13.92000     316680.00|      16.23000     369232.50|      16.89000      384247.50
  ASPHALTIC CONCRETE, TYPE SPS            |                            |                            |
0056 9005.30               35080.000  Mg  |      20.00000     701600.00|      16.22000     568997.60|      22.95000      805086.00
  ASPHALTIC CONCRETE, TYPE SP2(12.5)      |                            |                            |
0057 9009.00                2014.000  m2  |       4.15000       8358.10|       2.70000       5437.80|       6.59000       13272.26
  PLACEMENT OF ASPHALTIC CONCRETE FOR     |                            |                            |
  DRIVEWAYS AND INTERSECTIONS             |                            |                            |
0058 9020.92                   5.400  Mg  |     177.25000        957.15|     180.58000        975.13|     181.86000         982.04
  PERFORMANCE GRADED BINDER (58-28) FOR   |                            |                            |
  STATE MAINTENANCE PATCHING              |                            |                            |
0059 9021.01                1899.720  Mg  |     177.25000     336725.37|     180.58000     343051.44|     181.86000      345483.08
  PERFORMANCE GRADED BINDER (64-22)       |                            |                            |
0060 9021.03                1228.500  Mg  |     177.25000     217751.63|     180.58000     221842.53|     181.86000      223415.01
  PERFORMANCE GRADED BINDER (58-28)       |                            |                            |
0061 9034.00                2014.000  m2  |       2.50000       5035.00|       2.50000       5035.00|       1.91000        3846.74
  PREPARATION OF INTERSECTIONS AND        |                            |                            |
  DRIVEWAYS                               |                            |                            |
0062 9052.00                 107.420  kL  |     260.00000      27929.20|     260.89000      28024.80|     267.01000       28682.21
  ARMOR COAT EMULSIFIED ASPHALT           |                            |                            |
0063 9053.00               68779.000  L   |       0.30000      20633.70|       0.23000      15819.17|       0.21000       14443.59
  TACK COAT                               |                            |                            |
0064 9110.01                  40.000  HOUR|      50.00000       2000.00|      65.00000       2600.00|      55.81000        2232.40
  RENTAL OF LOADER, FULLY OPERATED        |                            |                            |
0065 9110.02                  40.000  HOUR|      50.00000       2000.00|      65.00000       2600.00|      48.83000        1953.20
  RENTAL OF MOTOR GRADER, FULLY OPERATED  |                            |                            |
0066 9110.03                  40.000  HOUR|      40.00000       1600.00|      55.00000       2200.00|      44.10000        1764.00
  RENTAL OF DUMP TRUCK, FULLY OPERATED    |                            |                            |
0067 9110.07                  40.000  HOUR|      35.00000       1400.00|      45.00000       1800.00|      37.34000        1493.60
  RENTAL OF SKID LOADER, FULLY OPERATED   |                            |                            |
0068 9111.00                2849.000  kL  |       2.00000       5698.00|       4.81000      13703.69|       3.08000        8774.92
  WATER                                   |                            |                            |
0069 9170.00                  98.107  StaM|      80.00000       7848.56|     231.85000      22746.11|      87.29000        8563.76
  EARTH SHOULDER CONSTRUCTION             |                            |                            |
0070 9173.00                 136.002  StaM|     285.00000      38760.57|     450.00000      61200.90|     459.67000       62516.04
  SUBGRADE PREPARATION                    |                            |                            |
0071 9179.23                  39.350  StaM|     400.00000      15740.00|     609.67000      23990.51|     345.06000       13578.11
  COLD MILLING, CLASS 3                   |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 02/22/01
                                                                                                             PAGE : 7
                                                        TABULATION OF BIDS

     CALL ORDER   : F26                    CONTRACT ID : 8620                        COUNTIES : CHERRY
     LETTING DATE : 02/22/01  1:30 PM       DISTRICT    : 8
                                                                                     PROJECT(S) : EACNH-STPB-83-4(111)



====================================================================================================================================
                                          |(1) 0477                    |(2) 0875                    |(3) 1661
                                          |WESTERN ENGINEERING COMPANY,|BROWER CONSTRUCTION CO.     |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0072 9179.24                  86.950  StaM|    2245.00000     195202.75|    2310.41000     200890.15|    1680.10000      146084.70
  COLD MILLING, CLASS 4                   |                            |                            |
0073 9188.01               35809.000  m2  |       2.35000      84151.15|       1.63000      58368.67|       3.45000      123541.05
  BITUMINOUS SURFACE COURSE               |                            |                            |
0074 9300.50                  12.200  LS  |    3500.00000       3500.00|    3500.00000       3500.00|    2215.71000        2215.71
  ASPHALT PAVEMENT SMOOTHNESS TESTING     |                            |                            |
     SECTION TOTALS                       |             $  2,195,855.32|             $  2,355,404.22|                $  2,441,932.77
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005   GROUP 10 GENERAL ITEMS
                                          |                            |                            |
0075 0001.08               11260.000  BDAY|       0.50000       5630.00|       0.50000       5630.00|       0.50000        5630.00
  BARRICADE, TYPE II                      |                            |                            |
0076 0001.10                2416.000  BDAY|       4.00000       9664.00|       3.00000       7248.00|       3.08000        7441.28
  BARRICADE, TYPE III                     |                            |                            |
0077 0001.30                 376.000  LDAY|       3.98000       1496.48|       3.00000       1128.00|       3.08000        1158.08
  TYPE B HIGH INTENSITY WARNING LIGHT     |                            |                            |
0078 0001.90               17520.000  EACH|       0.80000      14016.00|       0.25000       4380.00|       0.26000        4555.20
  SIGN DAY                                |                            |                            |
0079 0002.30                 900.000  m   |       3.00000       2700.00|       3.00000       2700.00|       3.08000        2772.00
  PAVEMENT MARKING REMOVAL                |                            |                            |
0080 0002.44               19200.000  m   |       0.50000       9600.00|       0.50000       9600.00|       0.51000        9792.00
  TEMPORARY PAVEMENT MARKING, TYPE PAINT  |                            |                            |
0081 0003.10                 360.000  DAY |     195.00000      70200.00|     200.00000      72000.00|     178.92000       64411.20
  FLAGGING                                |                            |                            |
0082 0010.04                   1.000  EACH|     800.00000        800.00|    2000.00000       2000.00|    1437.74000        1437.74
  FIELD OFFICE                            |                            |                            |
0083 0030.10                          LUMP|    8600.00000       8600.00|    6300.00000       6300.00|   13738.36000       13738.36
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $    122,706.48|             $    110,986.00|                $    110,935.86
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  3,765,861.49|             $  3,978,590.91|                $  4,099,560.72
====================================================================================================================================
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 02/22/01
                                                                                                             PAGE : 8
                                                        TABULATION OF BIDS

     CALL ORDER   : F26                    CONTRACT ID : 8620                        COUNTIES : CHERRY
     LETTING DATE : 02/22/01  1:30 PM       DISTRICT    : 8
                                                                                     PROJECT(S) : EACNH-STPB-83-4(111)



====================================================================================================================================
                                          |(4) 1344                    |                            |
                                          |DOBSON BROTHERS CONSTRUCTION|                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   GROUP 1 GRADING
                                          |                            |                            |
0001 L020.01                3210.000  m2  |       6.70000      21507.00|                            |
  EROSION CONTROL, TYPE A                 |                            |                            |
0002 L020.03               34458.000  m2  |       2.02000      69605.16|                            |
  EROSION CONTROL, TYPE C                 |                            |                            |
0003 L020.20               22672.000  m2  |       0.46000      10429.12|                            |
  SLOPE PROTECTION NETTING                |                            |                            |
0004 L021.01                 105.000  BALE|      16.48000       1730.40|                            |
  EROSION CHECKS, TYPE A                  |                            |                            |
0005 L021.03                1652.000  BALE|      15.45000      25523.40|                            |
  EROSION CHECKS, TYPE C                  |                            |                            |
0006 L021.11                 133.000  BALE|      22.66000       3013.78|                            |
  EROSION CHECKS, TYPE ST-A               |                            |                            |
0007 L021.14                 280.000  BALE|      20.60000       5768.00|                            |
  EROSION CHECKS, TYPE ST-C               |                            |                            |
0008 L022.25               10102.000  m   |       8.24000      83240.48|                            |
  FABRIC SILT FENCE, TYPE COIR FIBER      |                            |                            |
0009 L022.75                 864.800  m   |      16.10000      13923.28|                            |
  TEMPORARY SILT CHECK                    |                            |                            |
0010 0030.10                          LUMP|   75000.00000      75000.00|                            |
  MOBILIZATION                            |                            |                            |
0011 1009.00                          LUMP|    2575.00000       2575.00|                            |
  GENERAL CLEARING AND GRUBBING           |                            |                            |
0012 1010.00              426783.000  m3  |       1.41000     601764.03|                            |
  EXCAVATION                              |                            |                            |
0013 1010.01               35475.000  m3  |       1.32000      46827.00|                            |
  EXCAVATION (ESTABLISHED QUANTITY)       |                            |                            |
0014 1011.00                4268.000  kL  |       0.01000         42.68|                            |
  WATER                                   |                            |                            |
0015 1012.00                 160.000  EACH|      61.80000       9888.00|                            |
  RIGHT-OF-WAY MARKERS                    |                            |                            |
0016 1040.00             1030000.000  m2  |       0.31000     319300.00|                            |
  SLOPE PROTECTION                        |                            |                            |
0017 1040.05               62455.000  m2  |       0.23000      14364.65|                            |
  TEMPORARY SLOPE PROTECTION              |                            |                            |
0018 1040.06                1133.000  Mg  |      92.70000     105029.10|                            |
  SLOPE PROTECTION MULCH                  |                            |                            |
0019 1041.00                5683.000  m2  |       0.74000       4205.42|                            |
  SALVAGING AND PLACING TOPSOIL           |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 02/22/01
                                                                                                             PAGE : 9
                                                        TABULATION OF BIDS

     CALL ORDER   : F26                    CONTRACT ID : 8620                        COUNTIES : CHERRY
     LETTING DATE : 02/22/01  1:30 PM       DISTRICT    : 8
                                                                                     PROJECT(S) : EACNH-STPB-83-4(111)



====================================================================================================================================
                                          |(4) 1344                    |                            |
                                          |DOBSON BROTHERS CONSTRUCTION|                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 1042.00                7400.000  m2  |       2.47000      18278.00|                            |
  SALVAGING AND PLACING HYDRIC SOIL       |                            |                            |
0021 1111.00               11255.000  m   |       1.60000      18008.00|                            |
  REMOVE FENCE                            |                            |                            |
0022 7017.00                1737.000  m   |       6.70000      11637.90|                            |
  REMOVE GUARDRAIL                        |                            |                            |
     SECTION TOTALS                       |             $  1,461,660.40|                            |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002   GROUP 4 CULVERTS
                                          |                            |                            |
0023 0030.40                          LUMP|       1.00000          1.00|                            |
  MOBILIZATION                            |                            |                            |
0024 4035.00                   2.000  EACH|     103.00000        206.00|                            |
  REMOVE FLARED-END SECTION               |                            |                            |
0025 4050.01                  38.000  m3  |      25.75000        978.50|                            |
  EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,|                            |                            |
   AND HEADWALLS                          |                            |                            |
0026 4350.24                   8.400  m   |      66.95000        562.38|                            |
  600 mm CORRUGATED METAL PIPE            |                            |                            |
0027 4350.30                  54.000  m   |      78.28000       4227.12|                            |
  750 mm CORRUGATED METAL PIPE            |                            |                            |
0028 4350.36                  16.000  m   |       1.00000         16.00|                            |
  900 mm CORRUGATED METAL PIPE            |                            |                            |
0029 4350.48                   3.200  m   |       1.00000          3.20|                            |
  1200 mm CORRUGATED METAL PIPE           |                            |                            |
0030 4360.24                   4.000  EACH|       1.00000          4.00|                            |
  600 mm METAL FLARED-END SECTION         |                            |                            |
0031 4360.30                   4.000  EACH|       1.00000          4.00|                            |
  750 mm METAL FLARED-END SECTION         |                            |                            |
0032 4360.36                   2.000  EACH|     329.60000        659.20|                            |
  900 mm METAL FLARED-END SECTION         |                            |                            |
0033 4360.48                   2.000  EACH|     777.65000       1555.30|                            |
  1200 mm METAL FLARED-END SECTION        |                            |                            |
     SECTION TOTALS                       |             $      8,216.70|                            |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003   GROUP 7B FENCING
                                          |                            |                            |
0034 0030.70                          LUMP|    5000.00000       5000.00|                            |
  MOBILIZATION                            |                            |                            |
0035 7101.00                   5.000  EACH|      72.10000        360.50|                            |
  PRIVATE FENCE TERMINALS                 |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 02/22/01
                                                                                                             PAGE : 10
                                                        TABULATION OF BIDS

     CALL ORDER   : F26                    CONTRACT ID : 8620                        COUNTIES : CHERRY
     LETTING DATE : 02/22/01  1:30 PM       DISTRICT    : 8
                                                                                     PROJECT(S) : EACNH-STPB-83-4(111)



====================================================================================================================================
                                          |(4) 1344                    |                            |
                                          |DOBSON BROTHERS CONSTRUCTION|                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0036 7104.00                  82.000  EACH|     103.00000       8446.00|                            |
  PULL POSTS                              |                            |                            |
0037 7105.00                   7.000  EACH|      72.10000        504.70|                            |
  CORNER POSTS                            |                            |                            |
0038 7106.15                   2.000  EACH|     206.00000        412.00|                            |
  4.5 m VEHICLE GATE                      |                            |                            |
0039 7110.02                1650.000  m   |      15.79000      26053.50|                            |
  0.9 METER CHAIN-LINK FENCE              |                            |                            |
0040 7112.03                   6.000  EACH|      51.50000        309.00|                            |
  TAKE DOWN PANEL FOR 0.9 METER           |                            |                            |
  CHAIN-LINK FENCE                        |                            |                            |
0041 7115.02                  24.000  EACH|      77.25000       1854.00|                            |
  END POST FOR 0.9 METER CHAIN-LINK FENCE |                            |                            |
0042 7116.02                  24.000  EACH|      77.25000       1854.00|                            |
  CORNER POST FOR 0.9 m CHAIN-LINK FENCE  |                            |                            |
0043 7117.02                  24.000  EACH|     103.00000       2472.00|                            |
  PULL POST FOR 0.9 METER CHAIN-LINK FENCE|                            |                            |
0044 7130.00               12278.000  m   |       3.08000      37816.24|                            |
  BARBED WIRE FENCE                       |                            |                            |
     SECTION TOTALS                       |             $     85,081.94|                            |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004   GROUP 9 BITUMINOUS
                                          |                            |                            |
0045 0002.40                 425.900  StaM|       1.00000        425.90|                            |
  TEMPORARY SOLID LINES                   |                            |                            |
0046 0002.45                 212.950  StaM|       1.00000        212.95|                            |
  TEMPORARY BROKEN LINES                  |                            |                            |
0047 0002.75               31500.000  m   |       1.00000      31500.00|                            |
  PERMANENT PAVEMENT MARKING              |                            |                            |
0048 0030.90                          LUMP|  150000.00000     150000.00|                            |
  MOBILIZATION                            |                            |                            |
0049 2021.00                   4.000  EACH|     103.00000        412.00|                            |
  MAILBOX POST                            |                            |                            |
0050 8008.00                 540.000  m3  |      24.26000      13100.40|                            |
  ARMOR COAT AGGREGATE                    |                            |                            |
0051 8029.84               63474.000  m2  |       2.91000     184709.34|                            |
  BITUMINOUS FOUNDATION COURSE 100 mm     |                            |                            |
0052 8111.00                 252.000  StaM|     330.69000      83333.88|                            |
  SHOULDER SUBGRADE PREPARATION           |                            |                            |
0053 9000.75                 100.000  Mg  |      16.94000       1694.00|                            |
  ASPHALTIC CONCRETE FOR STATE            |                            |                            |
  MAINTENANCE PATCHING, TYPE SPS          |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 02/22/01
                                                                                                             PAGE : 11
                                                        TABULATION OF BIDS

     CALL ORDER   : F26                    CONTRACT ID : 8620                        COUNTIES : CHERRY
     LETTING DATE : 02/22/01  1:30 PM       DISTRICT    : 8
                                                                                     PROJECT(S) : EACNH-STPB-83-4(111)



====================================================================================================================================
                                          |(4) 1344                    |                            |
                                          |DOBSON BROTHERS CONSTRUCTION|                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0054 9005.00                 100.000  Mg  |      30.81000       3081.00|                            |
  ASPHALTIC CONCRETE FOR PATCHING, TYPE   |                            |                            |
  SP2                                     |                            |                            |
0055 9005.23               22750.000  Mg  |      16.94000     385385.00|                            |
  ASPHALTIC CONCRETE, TYPE SPS            |                            |                            |
0056 9005.30               35080.000  Mg  |      20.45000     717386.00|                            |
  ASPHALTIC CONCRETE, TYPE SP2(12.5)      |                            |                            |
0057 9009.00                2014.000  m2  |       2.33000       4692.62|                            |
  PLACEMENT OF ASPHALTIC CONCRETE FOR     |                            |                            |
  DRIVEWAYS AND INTERSECTIONS             |                            |                            |
0058 9020.92                   5.400  Mg  |     180.00000        972.00|                            |
  PERFORMANCE GRADED BINDER (58-28) FOR   |                            |                            |
  STATE MAINTENANCE PATCHING              |                            |                            |
0059 9021.01                1899.720  Mg  |     180.00000     341949.60|                            |
  PERFORMANCE GRADED BINDER (64-22)       |                            |                            |
0060 9021.03                1228.500  Mg  |     180.00000     221130.00|                            |
  PERFORMANCE GRADED BINDER (58-28)       |                            |                            |
0061 9034.00                2014.000  m2  |       2.04000       4108.56|                            |
  PREPARATION OF INTERSECTIONS AND        |                            |                            |
  DRIVEWAYS                               |                            |                            |
0062 9052.00                 107.420  kL  |     267.80000      28767.08|                            |
  ARMOR COAT EMULSIFIED ASPHALT           |                            |                            |
0063 9053.00               68779.000  L   |       0.23000      15819.17|                            |
  TACK COAT                               |                            |                            |
0064 9110.01                  40.000  HOUR|      50.00000       2000.00|                            |
  RENTAL OF LOADER, FULLY OPERATED        |                            |                            |
0065 9110.02                  40.000  HOUR|      50.00000       2000.00|                            |
  RENTAL OF MOTOR GRADER, FULLY OPERATED  |                            |                            |
0066 9110.03                  40.000  HOUR|      45.00000       1800.00|                            |
  RENTAL OF DUMP TRUCK, FULLY OPERATED    |                            |                            |
0067 9110.07                  40.000  HOUR|      33.00000       1320.00|                            |
  RENTAL OF SKID LOADER, FULLY OPERATED   |                            |                            |
0068 9111.00                2849.000  kL  |       3.09000       8803.41|                            |
  WATER                                   |                            |                            |
0069 9170.00                  98.107  StaM|      87.55000       8589.27|                            |
  EARTH SHOULDER CONSTRUCTION             |                            |                            |
0070 9173.00                 136.002  StaM|     832.48000     113218.94|                            |
  SUBGRADE PREPARATION                    |                            |                            |
0071 9179.23                  39.350  StaM|     379.18000      14920.73|                            |
  COLD MILLING, CLASS 3                   |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 02/22/01
                                                                                                             PAGE : 12
                                                        TABULATION OF BIDS

     CALL ORDER   : F26                    CONTRACT ID : 8620                        COUNTIES : CHERRY
     LETTING DATE : 02/22/01  1:30 PM       DISTRICT    : 8
                                                                                     PROJECT(S) : EACNH-STPB-83-4(111)



====================================================================================================================================
                                          |(4) 1344                    |                            |
                                          |DOBSON BROTHERS CONSTRUCTION|                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0072 9179.24                  86.950  StaM|    1773.95000     154244.95|                            |
  COLD MILLING, CLASS 4                   |                            |                            |
0073 9188.01               35809.000  m2  |       4.94000     176896.46|                            |
  BITUMINOUS SURFACE COURSE               |                            |                            |
0074 9300.50                  12.200  LS  |    3113.47000       3113.47|                            |
  ASPHALT PAVEMENT SMOOTHNESS TESTING     |                            |                            |
     SECTION TOTALS                       |             $  2,675,586.73|                            |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005   GROUP 10 GENERAL ITEMS
                                          |                            |                            |
0075 0001.08               11260.000  BDAY|       0.50000       5630.00|                            |
  BARRICADE, TYPE II                      |                            |                            |
0076 0001.10                2416.000  BDAY|       3.09000       7465.44|                            |
  BARRICADE, TYPE III                     |                            |                            |
0077 0001.30                 376.000  LDAY|       3.09000       1161.84|                            |
  TYPE B HIGH INTENSITY WARNING LIGHT     |                            |                            |
0078 0001.90               17520.000  EACH|       0.26000       4555.20|                            |
  SIGN DAY                                |                            |                            |
0079 0002.30                 900.000  m   |       3.09000       2781.00|                            |
  PAVEMENT MARKING REMOVAL                |                            |                            |
0080 0002.44               19200.000  m   |       0.52000       9984.00|                            |
  TEMPORARY PAVEMENT MARKING, TYPE PAINT  |                            |                            |
0081 0003.10                 360.000  DAY |     170.81000      61491.60|                            |
  FLAGGING                                |                            |                            |
0082 0010.04                   1.000  EACH|    2398.53000       2398.53|                            |
  FIELD OFFICE                            |                            |                            |
0083 0030.10                          LUMP|       1.00000          1.00|                            |
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $     95,468.61|                            |
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  4,326,014.38|                            |
====================================================================================================================================