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Contract Letting February 07, 2002

                                                      NEBRASKA DEPARTMENT OF ROADS                             DATE : 02/08/02
                                                                                                             PAGE : 2
                                                          VENDOR RANKING

     CALL ORDER   : F01                     CONTRACT ID : 1666X                         COUNTIES : SEWARD
       LETTING DATE : 02/07/02                DISTRICT    :  1
                                                                                            PROJECT(S) : BRO-7080(19)
     CONTRACT DESCRIPTION :
     ON A COUNTY ROAD SOUTHEAST OF STAPLEHURST.

  --------------------------------------------------------------------------------------------------------------------------
      VENDOR NO.           BID NOTES
  --------------------------------------------------------------------------------------------------------------------------
        0013               THE TOTAL AMOUNT OF WORK WHICH WILL BE ACCEPTED IN THIS
        0013               LETTING IS LIMITED TO $3,750,000.00.
        0462               THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED IN
        0462               THIS LETTING IS LIMITED TO 3.
        1742               THE TOTAL AMOUNT OF WORK WHICH WILL BE ACCEPTED IN THIS
        1742               LETTING IS LIMITED TO 1,100,000.00.

  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   0462           L. J. WEBB CONTRACTOR, INC.                                            $    346,761.19     100.0000%
   2   1742           HERBST CONSTRUCTION, INC.                                              $    409,968.02     118.2277%
   3   1730           WILKE CONTRACTING CORPORATION                                          $    414,707.32     119.5945%
   4   0013           THE DIAMOND ENGINEERING COMPANY                                        $    420,962.49     121.3983%
   5   0880           CHRISTENSEN BROS., INC.                                                $    468,336.15     135.0601%
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 02/08/02
                                                                                                             PAGE : 3
                                                        TABULATION OF BIDS

     CALL ORDER   : F01                    CONTRACT ID : 1666X                        COUNTIES : SEWARD
       LETTING DATE : 02/07/02  1:30 PM       DISTRICT    :  1
                                                                                      PROJECT(S) : BRO-7080(19)



====================================================================================================================================
                                          |(1) 0462                    |(2) 1742                    |(3) 1730
                                          |WEBB CONTRACTOR, INC./L. J. |HERBST CONSTRUCTION, INC.   |WILKE CONTRACTING CORPORATIO
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   GROUP 6 BRIDGE AT STA. 20+87
               ONE 44'-0" & TWO 33'-0" SPANS CONC SLAB BR CONTINUOUS TYPE
                                          |                            |                            |
0001 L006.00                   5.000  ACRE|     100.00000        500.00|     100.00000        500.00|       5.00000          25.00
  COVER CROP SEEDING                      |                            |                            |
0002 0001.10                2109.000  BDAY|       1.10000       2319.90|       1.10000       2319.90|       2.00000        4218.00
  BARRICADE, TYPE III                     |                            |                            |
0003 0001.30                 292.000  LDAY|       0.95000        277.40|       1.00000        292.00|       2.00000         584.00
  TYPE B HIGH INTENSITY WARNING LIGHT     |                            |                            |
0004 0001.90                1752.000  EACH|       0.40000        700.80|       0.45000        788.40|       0.50000         876.00
  SIGN DAY                                |                            |                            |
0005 0030.60                          LUMP|   20300.00000      20300.00|   30000.00000      30000.00|   12500.00000       12500.00
  MOBILIZATION                            |                            |                            |
0006 1000.00                   1.000  EACH|     150.00000        150.00|     150.00000        150.00|     150.00000         150.00
  LARGE TREE REMOVAL                      |                            |                            |
0007 1009.00                          LUMP|    2900.00000       2900.00|    2900.00000       2900.00|    2900.00000        2900.00
  GENERAL CLEARING AND GRUBBING           |                            |                            |
0008 1011.00                  43.000  MGAL|       9.99000        429.57|      10.00000        430.00|      10.00000         430.00
  WATER                                   |                            |                            |
0009 1030.00               11876.000  CY  |       1.35000      16032.60|       2.00000      23752.00|       2.35000       27908.60
  EARTHWORK MEASURED IN EMBANKMENT        |                            |                            |
0010 1300.24                  32.000  LF  |      12.46000        398.72|      12.46000        398.72|      12.46000         398.72
  24" DRIVEWAY CULVERT PIPE               |                            |                            |
0011 1300.36                  34.000  LF  |      22.88000        777.92|      23.00000        782.00|      22.88000         777.92
  36" DRIVEWAY CULVERT PIPE               |                            |                            |
0012 1305.24                  28.000  LF  |      13.56000        379.68|      14.00000        392.00|      13.56000         379.68
  24" ROUND EQUIVALENT DRIVEWAY CULVERT   |                            |                            |
  PIPE                                    |                            |                            |
0013 2021.00                   1.000  EACH|      50.00000         50.00|     150.00000        150.00|     100.00000         100.00
  MAILBOX POST                            |                            |                            |
0014 4040.00                   2.000  EACH|     101.00000        202.00|     150.00000        300.00|     150.00000         300.00
  REMOVE HEADWALLS FROM CULVERTS          |                            |                            |
0015 4043.00                 140.000  LF  |       3.21000        449.40|       7.00000        980.00|       7.00000         980.00
  REMOVE CULVERT PIPE                     |                            |                            |
0016 4050.01                 707.000  CY  |       6.99000       4941.93|      24.00000      16968.00|      24.00000       16968.00
  EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,|                            |                            |
   AND HEADWALLS                          |                            |                            |
0017 4300.24                 198.000  LF  |      14.83000       2936.34|      35.00000       6930.00|      35.00000        6930.00
  24" CULVERT PIPE                        |                            |                            |
0018 4305.24                  36.000  LF  |      15.43000        555.48|      35.00000       1260.00|      35.00000        1260.00
  24" ROUND EQUIVALENT CULVERT PIPE       |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 02/08/02
                                                                                                             PAGE : 4
                                                        TABULATION OF BIDS

     CALL ORDER   : F01                    CONTRACT ID : 1666X                        COUNTIES : SEWARD
       LETTING DATE : 02/07/02  1:30 PM       DISTRICT    :  1
                                                                                      PROJECT(S) : BRO-7080(19)



====================================================================================================================================
                                          |(1) 0462                    |(2) 1742                    |(3) 1730
                                          |WEBB CONTRACTOR, INC./L. J. |HERBST CONSTRUCTION, INC.   |WILKE CONTRACTING CORPORATIO
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 4305.60                 120.000  LF  |      82.50000       9900.00|      82.00000       9840.00|      82.00000        9840.00
  60" ROUND EQUIVALENT CULVERT PIPE       |                            |                            |
0020 4310.24                   2.000  EACH|     125.12000        250.24|     165.00000        330.00|     165.00000         330.00
  24" FLARED-END SECTION                  |                            |                            |
0021 4320.24                   2.000  EACH|     122.00000        244.00|     160.00000        320.00|     160.00000         320.00
  24" ROUND EQUIVALENT FLARED-END SECTION |                            |                            |
0022 4320.60                   6.000  EACH|     866.41000       5198.46|     957.00000       5742.00|     957.00000        5742.00
  60" ROUND EQUIVALENT FLARED-END SECTION |                            |                            |
0023 6000.10                  50.000  LS  |    2000.00000       2000.00|    6000.00000       6000.00|    4000.00000        4000.00
  ABUTMENT NO.1 EXCAVATION                |                            |                            |
0024 6000.11                  50.000  LS  |    2000.00000       2000.00|    6000.00000       6000.00|    4000.00000        4000.00
  ABUTMENT NO.2 EXCAVATION                |                            |                            |
0025 6001.00                  35.000  LS  |    8000.00000       8000.00|    8000.00000       8000.00|    6000.00000        6000.00
  BENT NO.1 EXCAVATION                    |                            |                            |
0026 6001.01                  35.000  LS  |    8000.00000       8000.00|    8000.00000       8000.00|    6000.00000        6000.00
  BENT NO.2 EXCAVATION                    |                            |                            |
0027 6010.22                 298.400  CY  |     270.00000      80568.00|     300.00000      89520.00|     350.00000      104440.00
  CLASS 47B-3000 CONCRETE FOR BRIDGE      |                            |                            |
0028 6010.26                 200.300  CY  |     290.00000      58087.00|     350.00000      70105.00|     320.00000       64096.00
  CLASS 47BD-4000 CONCRETE FOR BRIDGE     |                            |                            |

0029 6020.00               53145.000  LB  |       0.55000      29229.75|       0.60000      31887.00|       0.52000       27635.40
  REINFORCING STEEL FOR BRIDGE            |                            |                            |
0030 6040.00                   1.000  EACH|    8000.00000       8000.00|   15000.00000      15000.00|    7500.00000        7500.00
  REMOVE STRUCTURE AT STA 20+88           |                            |                            |
0031 6080.00                3270.000  LB  |       2.50000       8175.00|       2.20000       7194.00|       3.50000       11445.00
  STRUCTURAL STEEL FOR SUBSTRUCTURE       |                            |                            |
0032 6105.02                 729.000  TON |      33.00000      24057.00|      28.00000      20412.00|      37.00000       26973.00
  ROCK RIPRAP, TYPE B                     |                            |                            |
0033 6210.12                1950.000  LF  |      21.00000      40950.00|      17.50000      34125.00|      26.00000       50700.00
  HP 10"X42# STEEL PILING                 |                            |                            |
0034 7020.00                   4.000  EACH|    1000.00000       4000.00|    1050.00000       4200.00|    1100.00000        4400.00
  BRIDGE APPROACH SECTIONS                |                            |                            |
0035 7021.45                   4.000  EACH|     950.00000       3800.00|    1000.00000       4000.00|     900.00000        3600.00
  BREAKAWAY CABLE TERMINAL                |                            |                            |
     SECTION TOTALS                       |             $    346,761.19|             $    409,968.02|                $    414,707.32
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    346,761.19|             $    409,968.02|                $    414,707.32
====================================================================================================================================
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 02/08/02
                                                                                                             PAGE : 5
                                                        TABULATION OF BIDS

     CALL ORDER   : F01                    CONTRACT ID : 1666X                        COUNTIES : SEWARD
       LETTING DATE : 02/07/02  1:30 PM       DISTRICT    :  1
                                                                                      PROJECT(S) : BRO-7080(19)



====================================================================================================================================
                                          |(4) 0013                    |(5) 0880                    |
                                          |DIAMOND ENGINEERING COMPANY/|CHRISTENSEN BROS., INC.     |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   GROUP 6 BRIDGE AT STA. 20+87
               ONE 44'-0" & TWO 33'-0" SPANS CONC SLAB BR CONTINUOUS TYPE
                                          |                            |                            |
0001 L006.00                   5.000  ACRE|     100.00000        500.00|     100.00000        500.00|
  COVER CROP SEEDING                      |                            |                            |
0002 0001.10                2109.000  BDAY|       1.10000       2319.90|       1.15000       2425.35|
  BARRICADE, TYPE III                     |                            |                            |
0003 0001.30                 292.000  LDAY|       0.95000        277.40|       0.95000        277.40|
  TYPE B HIGH INTENSITY WARNING LIGHT     |                            |                            |
0004 0001.90                1752.000  EACH|       0.50000        876.00|       0.50000        876.00|
  SIGN DAY                                |                            |                            |
0005 0030.60                          LUMP|   15000.00000      15000.00|   45000.00000      45000.00|
  MOBILIZATION                            |                            |                            |
0006 1000.00                   1.000  EACH|     150.00000        150.00|     160.00000        160.00|
  LARGE TREE REMOVAL                      |                            |                            |
0007 1009.00                          LUMP|    3750.00000       3750.00|    3000.00000       3000.00|
  GENERAL CLEARING AND GRUBBING           |                            |                            |
0008 1011.00                  43.000  MGAL|       9.99000        429.57|      10.00000        430.00|
  WATER                                   |                            |                            |
0009 1030.00               11876.000  CY  |       1.35000      16032.60|       1.40000      16626.40|
  EARTHWORK MEASURED IN EMBANKMENT        |                            |                            |
0010 1300.24                  32.000  LF  |      12.46000        398.72|      13.00000        416.00|
  24" DRIVEWAY CULVERT PIPE               |                            |                            |
0011 1300.36                  34.000  LF  |      22.88000        777.92|      23.00000        782.00|
  36" DRIVEWAY CULVERT PIPE               |                            |                            |
0012 1305.24                  28.000  LF  |      13.56000        379.68|      14.00000        392.00|
  24" ROUND EQUIVALENT DRIVEWAY CULVERT   |                            |                            |
  PIPE                                    |                            |                            |
0013 2021.00                   1.000  EACH|       0.00000          0.00|      50.00000         50.00|
  MAILBOX POST                            |                            |                            |
0014 4040.00                   2.000  EACH|     150.00000        300.00|     150.00000        300.00|
  REMOVE HEADWALLS FROM CULVERTS          |                            |                            |
0015 4043.00                 140.000  LF  |       7.00000        980.00|       7.00000        980.00|
  REMOVE CULVERT PIPE                     |                            |                            |
0016 4050.01                 707.000  CY  |      24.00000      16968.00|      25.00000      17675.00|
  EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,|                            |                            |
   AND HEADWALLS                          |                            |                            |
0017 4300.24                 198.000  LF  |      35.00000       6930.00|      36.00000       7128.00|
  24" CULVERT PIPE                        |                            |                            |
0018 4305.24                  36.000  LF  |      35.00000       1260.00|      36.00000       1296.00|
  24" ROUND EQUIVALENT CULVERT PIPE       |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 02/08/02
                                                                                                             PAGE : 6
                                                        TABULATION OF BIDS

     CALL ORDER   : F01                    CONTRACT ID : 1666X                        COUNTIES : SEWARD
       LETTING DATE : 02/07/02  1:30 PM       DISTRICT    :  1
                                                                                      PROJECT(S) : BRO-7080(19)



====================================================================================================================================
                                          |(4) 0013                    |(5) 0880                    |
                                          |DIAMOND ENGINEERING COMPANY/|CHRISTENSEN BROS., INC.     |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 4305.60                 120.000  LF  |      82.00000       9840.00|      85.00000      10200.00|
  60" ROUND EQUIVALENT CULVERT PIPE       |                            |                            |
0020 4310.24                   2.000  EACH|     165.00000        330.00|     170.00000        340.00|
  24" FLARED-END SECTION                  |                            |                            |
0021 4320.24                   2.000  EACH|     160.00000        320.00|     170.00000        340.00|
  24" ROUND EQUIVALENT FLARED-END SECTION |                            |                            |
0022 4320.60                   6.000  EACH|     957.00000       5742.00|    1000.00000       6000.00|
  60" ROUND EQUIVALENT FLARED-END SECTION |                            |                            |
0023 6000.10                  50.000  LS  |    5450.00000       5450.00|   12000.00000      12000.00|
  ABUTMENT NO.1 EXCAVATION                |                            |                            |
0024 6000.11                  50.000  LS  |    5450.00000       5450.00|   12000.00000      12000.00|
  ABUTMENT NO.2 EXCAVATION                |                            |                            |
0025 6001.00                  35.000  LS  |   23500.00000      23500.00|   27000.00000      27000.00|
  BENT NO.1 EXCAVATION                    |                            |                            |
0026 6001.01                  35.000  LS  |   23500.00000      23500.00|   27000.00000      27000.00|
  BENT NO.2 EXCAVATION                    |                            |                            |
0027 6010.22                 298.400  CY  |     309.00000      92205.60|     280.00000      83552.00|
  CLASS 47B-3000 CONCRETE FOR BRIDGE      |                            |                            |
0028 6010.26                 200.300  CY  |     344.50000      69003.35|     230.00000      46069.00|
  CLASS 47BD-4000 CONCRETE FOR BRIDGE     |                            |                            |
0029 6020.00               53145.000  LB  |       0.57000      30292.65|       0.60000      31887.00|
  REINFORCING STEEL FOR BRIDGE            |                            |                            |
0030 6040.00                   1.000  EACH|    5225.00000       5225.00|   32000.00000      32000.00|
  REMOVE STRUCTURE AT STA 20+88           |                            |                            |
0031 6080.00                3270.000  LB  |       1.79000       5853.30|       2.80000       9156.00|
  STRUCTURAL STEEL FOR SUBSTRUCTURE       |                            |                            |
0032 6105.02                 729.000  TON |      37.70000      27483.30|      32.00000      23328.00|
  ROCK RIPRAP, TYPE B                     |                            |                            |
0033 6210.12                1950.000  LF  |      21.25000      41437.50|      21.00000      40950.00|
  HP 10"X42# STEEL PILING                 |                            |                            |
0034 7020.00                   4.000  EACH|    1050.00000       4200.00|    1050.00000       4200.00|
  BRIDGE APPROACH SECTIONS                |                            |                            |
0035 7021.45                   4.000  EACH|     950.00000       3800.00|    1000.00000       4000.00|
  BREAKAWAY CABLE TERMINAL                |                            |                            |
     SECTION TOTALS                       |             $    420,962.49|             $    468,336.15|
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    420,962.49|             $    468,336.15|
====================================================================================================================================