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Contract Letting July 12, 2001

                                                                                                             
                                                           VENDOR RANKING
      CALL ORDER  : N13                     CONTRACT ID : 4077                         COUNTIES : YORK
      LETTING DATE : 07/12/01                DISTRICT    : 4
                                                                                            PROJECT(S) : S-81-2(1029)
      CONTRACT DESCRIPTION :
      US-81, MCCOOL JUNCTION SOUTH.

   --------------------------------------------------------------------------------------------------------------------------
       VENDOR NO.           BID NOTES
   --------------------------------------------------------------------------------------------------------------------------
         0137               THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED
         0137               IN THIS LETTING IS LIMITED TO 1.
0  --------------------------------------------------------------------------------------------------------------------------
                                                                                                    TOTAL         % OVER
   RANK     VENDOR NO./NAME                                                                          BID           LOW BID
   --------------------------------------------------------------------------------------------------------------------------
    1   0083           WERNER CONSTRUCTION, INC.                                              $    596,659.86     100.0000%
    2   0137           JUDDS BROS. CONSTRUCTION CO.                                           $    688,212.16     115.3441%
1                                                    NEBRASKA DEPARTMENT OF ROADS                             DATE : 07/12/01
                                                                                                              
                                                         TABULATION OF BIDS 

      CALL ORDER  : N13                    CONTRACT ID : 4077                        COUNTIES : YORK
      LETTING DATE : 07/12/01  1:30 PM       DISTRICT    : 4
                                                                                      PROJECT(S) : S-81-2(1029)



 ====================================================================================================================================
                                           |(1) 0083                    |(2) 0137                    |
                                           |WERNER CONSTRUCTION, INC.   |JUDDS BROS. CONSTRUCTION CO.|
 LINE NO / ITEM CODE / ALT                 |                            |                            |
 ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
 ------------------------------------------+----------------------------+----------------------------+-------------------------------
 SECTION 0001   GROUP 6 BRIDGE AT STA. 255+72.1
                2-7.775 m & 1-10.365 m SPANS CONCRETE SLAB BRIDGE
                                           |                            |                            |
 0001 0030.60                          LUMP|   34000.00000      34000.00|   13700.00000      13700.00|
   MOBILIZATION                            |                            |                            |
 0002 1010.01                  40.000  m3  |      19.50000        780.00|      36.00000       1440.00|
   EXCAVATION (ESTABLISHED QUANTITY)       |                            |                            |
 0003 1043.50                 843.000  m2  |       3.00000       2529.00|       1.50000       1264.50|
   RIPRAP FILTER FABRIC                    |                            |                            |
 0004 3050.15                 108.900  m3  |     242.00000      26353.80|     240.00000      26136.00|
   CONCRETE FOR PAVEMENT APPROACHES CLASS  |                            |                            |
   47BD-30                                 |                            |                            |
 0005 3051.10                7804.000  kg  |       1.32000      10301.28|       1.30000      10145.20|
   EPOXY COATED REINFORCING STEEL FOR      |                            |                            |
   PAVEMENT APPROACHES                     |                            |                            |
 0006 6000.10                  20.000  LS  |    2000.00000       2000.00|    5000.00000       5000.00|
   ABUTMENT NO.1 EXCAVATION                |                            |                            |
 0007 6000.11                  20.000  LS  |    2000.00000       2000.00|    5000.00000       5000.00|
   ABUTMENT NO.2 EXCAVATION                |                            |                            |
 0008 6001.50                  38.000  LS  |    8000.00000       8000.00|    5000.00000       5000.00|
   BENT NO.1 EXCAVATION                    |                            |                            |
 0009 6001.51                  38.000  LS  |    8000.00000       8000.00|    5000.00000       5000.00|
   BENT NO.2 EXCAVATION                    |                            |                            |
 0010 6010.22                 117.200  m3  |     405.50000      47524.60|     850.00000      99620.00|
   CLASS 47B-20 CONCRETE FOR BRIDGE        |                            |                            |
 0011 6010.26                 105.100  m3  |     405.50000      42618.05|    1200.00000     126120.00|
   CLASS 47BD-30 CONCRETE FOR BRIDGE       |                            |                            |
 0012 6040.00                   1.000  EACH|    9000.00000       9000.00|   10000.00000      10000.00|
   REMOVE STRUCTURE AT STA. 255+72.1       |                            |                            |
 0013 6080.00                 550.000  kg  |       6.60000       3630.00|       4.00000       2200.00|
   STRUCTURAL STEEL FOR SUBSTRUCTURE       |                            |                            |
 0014 6105.02                 843.000  Mg  |      35.25000      29715.75|      29.00000      24447.00|
   ROCK RIPRAP, TYPE B                     |                            |                            |
 0015 6131.50               18265.000  kg  |       1.32000      24109.80|       0.90000      16438.50|
   EPOXY COATED REINFORCING STEEL          |                            |                            |
 0016 6200.00                 441.800  m   |      98.50000      43517.30|      80.00000      35344.00|
   CONCRETE PILING                         |                            |                            |
 0017 6310.00                 292.700  m2  |     140.00000      40978.00|     125.00000      36587.50|
   STEEL SHEET PILING                      |                            |                            |
 0018 8091.00                 109.000  m3  |      30.00000       3270.00|      60.00000       6540.00|
   GRANULAR BACKFILL                       |                            |                            |
1                                                    NEBRASKA DEPARTMENT OF ROADS                             DATE : 07/12/01
                                                                                                              
                                                         TABULATION OF BIDS 

      CALL ORDER  : N13                    CONTRACT ID : 4077                        COUNTIES : YORK
      LETTING DATE : 07/12/01  1:30 PM       DISTRICT    : 4
                                                                                      PROJECT(S) : S-81-2(1029)



 ====================================================================================================================================
                                           |(1) 0083                    |(2) 0137                    |
                                           |WERNER CONSTRUCTION, INC.   |JUDDS BROS. CONSTRUCTION CO.|
 LINE NO / ITEM CODE / ALT                 |                            |                            |
 ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
 ------------------------------------------+----------------------------+----------------------------+-------------------------------
      SECTION TOTALS                       |             $    338,327.58|             $    429,982.70|
 ------------------------------------------+----------------------------+----------------------------+-------------------------------
 SECTION 0002   GROUP 7 GUARDRAIL
                                           |                            |                            |
 0019 0030.70                          LUMP|    2500.00000       2500.00|    1025.00000       1025.00|
   MOBILIZATION                            |                            |                            |
 0020 7011.20                  19.100  m   |      53.13000       1014.78|      54.00000       1031.40|
   W-BEAM GUARDRAIL                        |                            |                            |
 0021 7017.00                  74.000  m   |       8.44000        624.56|       8.50000        629.00|
   REMOVE GUARDRAIL                        |                            |                            |
 0022 7020.00                   4.000  EACH|    1130.50000       4522.00|    1131.00000       4524.00|
   BRIDGE APPROACH SECTIONS                |                            |                            |
 0023 7021.70                   3.000  EACH|    1766.00000       5298.00|    1766.00000       5298.00|
   GUARDRAIL END TREATMENT, SRT-350        |                            |                            |
 0024 7022.00                   1.000  EACH|     440.00000        440.00|     440.00000        440.00|
   END ANCHORAGE ASSEMBLY                  |                            |                            |
      SECTION TOTALS                       |             $     14,399.34|             $     12,947.40|
 ------------------------------------------+----------------------------+----------------------------+-------------------------------
 SECTION 0003   GROUP 9 BITUMINOUS
                                           |                            |                            |
 0025 L001.02                   0.050  ha  |    2500.00000        125.00|   20000.00000       1000.00|
   SEEDING, TYPE B                         |                            |                            |
 0026 L020.00                 193.200  m2  |       2.10000        405.72|       5.00000        966.00|
   EROSION CONTROL                         |                            |                            |
 0027 L022.75                  37.000  m   |      20.50000        758.50|      10.00000        370.00|
   TEMPORARY SILT CHECK                    |                            |                            |
 0028 L032.75                   0.250  Mg  |     220.40000         55.10|     100.00000         25.00|
   MULCH                                   |                            |                            |
 0029 0002.40                  43.500  StaM|      36.00000       1566.00|      50.00000       2175.00|
   TEMPORARY SOLID LINES                   |                            |                            |
 0030 0002.45                  26.300  StaM|      33.00000        867.90|      50.00000       1315.00|
   TEMPORARY BROKEN LINES                  |                            |                            |
 0031 0030.90                          LUMP|   34050.00000      34050.00|   15000.00000      15000.00|
   MOBILIZATION                            |                            |                            |
 0032 1009.00                          LUMP|    2000.00000       2000.00|    5000.00000       5000.00|
   GENERAL CLEARING AND GRUBBING           |                            |                            |
 0033 1030.00                  52.000  m3  |      15.00000        780.00|      25.00000       1300.00|
   EARTHWORK MEASURED IN EMBANKMENT        |                            |                            |
 0034 1102.00                1052.000  m2  |       5.75000       6049.00|       3.00000       3156.00|
   REMOVE ASPHALT SURFACE                  |                            |                            |
1                                                    NEBRASKA DEPARTMENT OF ROADS                             DATE : 07/12/01
                                                                                                              
                                                         TABULATION OF BIDS 

      CALL ORDER  : N13                    CONTRACT ID : 4077                        COUNTIES : YORK
      LETTING DATE : 07/12/01  1:30 PM       DISTRICT    : 4
                                                                                      PROJECT(S) : S-81-2(1029)



 ====================================================================================================================================
                                           |(1) 0083                    |(2) 0137                    |
                                           |WERNER CONSTRUCTION, INC.   |JUDDS BROS. CONSTRUCTION CO.|
 LINE NO / ITEM CODE / ALT                 |                            |                            |
 ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
 ------------------------------------------+----------------------------+----------------------------+-------------------------------
 0035 4004.50                 224.000  kg  |       4.95000       1108.80|       4.95000       1108.80|
   CAST IRON GRATE AND FRAME               |                            |                            |
 0036 4040.10                   4.000  EACH|     250.00000       1000.00|     250.00000       1000.00|
   REMOVE INLET TOP                        |                            |                            |
 0037 4105.58                   3.160  m3  |    1200.00000       3792.00|    1200.00000       3792.00|
   CLASS 47B-20 CONCRETE FOR INLET AND     |                            |                            |
   JUNCTION BOX                            |                            |                            |
 0038 4155.50                  81.000  kg  |       4.41000        357.21|       4.41000        357.21|
   REINFORCING STEEL FOR INLET AND         |                            |                            |
   JUNCTION BOX                            |                            |                            |
 0039 9005.00                 100.000  Mg  |      39.74000       3974.00|      82.00000       8200.00|
   ASPHALTIC CONCRETE FOR PATCHING, TYPE   |                            |                            |
   SP2(12.5mm)                             |                            |                            |
 0040 9005.30                2810.000  Mg  |      34.74000      97619.40|      42.00000     118020.00|
   ASPHALTIC CONCRETE, TYPE SP2(12.5)      |                            |                            |
 0041 9009.00                  77.000  m2  |       4.50000        346.50|       9.25000        712.25|
   PLACEMENT OF ASPHALTIC CONCRETE FOR     |                            |                            |
   DRIVEWAYS AND INTERSECTIONS             |                            |                            |
 0042 9021.01                 157.140  Mg  |     190.00000      29856.60|     185.00000      29070.90|
   PERFORMANCE GRADED BINDER (64-22)       |                            |                            |
 0043 9053.00               13030.000  L   |       0.26000       3387.80|       0.35000       4560.50|
   TACK COAT                               |                            |                            |
 0044 9110.01                   5.000  HOUR|      80.00000        400.00|      60.00000        300.00|
   RENTAL OF LOADER, FULLY OPERATED        |                            |                            |
 0045 9110.02                   5.000  HOUR|      75.00000        375.00|      80.00000        400.00|
   RENTAL OF MOTOR GRADER, FULLY OPERATED  |                            |                            |
 0046 9110.03                   5.000  HOUR|      65.00000        325.00|      50.00000        250.00|
   RENTAL OF DUMP TRUCK, FULLY OPERATED    |                            |                            |
 0047 9110.07                   5.000  HOUR|      60.00000        300.00|      35.00000        175.00|
   RENTAL OF SKID LOADER, FULLY OPERATED   |                            |                            |
 0048 9179.23                  22.558  StaM|     945.00000      21317.31|     800.00000      18046.40|
   COLD MILLING, CLASS 3                   |                            |                            |
 0049 9179.35                1646.000  m2  |       6.35000      10452.10|       7.00000      11522.00|
   COLD MILLING, CLASS 5                   |                            |                            |
 0050 9188.50                  76.000  m2  |      30.00000       2280.00|      28.00000       2128.00|
   SURFACING UNDER GUARDRAIL               |                            |                            |
      SECTION TOTALS                       |             $    223,548.94|             $    229,950.06|
 ------------------------------------------+----------------------------+----------------------------+-------------------------------
 SECTION 0004   GROUP 10 GENERAL ITEMS
                                           |                            |                            |
1                                                    NEBRASKA DEPARTMENT OF ROADS                             DATE : 07/12/01
                                                                                                              
                                                         TABULATION OF BIDS 

      CALL ORDER  : N13                    CONTRACT ID : 4077                        COUNTIES : YORK
      LETTING DATE : 07/12/01  1:30 PM       DISTRICT    : 4
                                                                                      PROJECT(S) : S-81-2(1029)



 ====================================================================================================================================
                                           |(1) 0083                    |(2) 0137                    |
                                           |WERNER CONSTRUCTION, INC.   |JUDDS BROS. CONSTRUCTION CO.|
 LINE NO / ITEM CODE / ALT                 |                            |                            |
 ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
 ------------------------------------------+----------------------------+----------------------------+-------------------------------
 0051 0001.10                3000.000  BDAY|       1.10000       3300.00|       1.00000       3000.00|
   BARRICADE, TYPE III                     |                            |                            |
 0052 0001.75                  80.000  EACH|       9.00000        720.00|      10.00000        800.00|
   TEMPORARY SIGN DAY                      |                            |                            |
 0053 0001.90                3364.000  EACH|       1.00000       3364.00|       0.50000       1682.00|
   SIGN DAY                                |                            |                            |
 0054 0003.10                  40.000  DAY |     175.00000       7000.00|     175.00000       7000.00|
   FLAGGING                                |                            |                            |
 0055 0010.04                   1.000  EACH|    1000.00000       1000.00|    1500.00000       1500.00|
   FIELD OFFICE                            |                            |                            |
 0056 0030.10                          LUMP|    5000.00000       5000.00|    1350.00000       1350.00|
   MOBILIZATION                            |                            |                            |
      SECTION TOTALS                       |             $     20,384.00|             $     15,332.00|
 ------------------------------------------+----------------------------+----------------------------+-------------------------------
      CONTRACT TOTALS                      |             $    596,659.86|             $    688,212.16|
 ====================================================================================================================================