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Last Updated: 03/14/2003
March 13, 2003 Contract Letting


 

                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 03/13/03
                                                                                                             PAGE : 2
                                                          VENDOR RANKING
	
     CALL ORDER   : F22                     CONTRACT ID : 8619                         COUNTIES : HOLT
     LETTING DATE : 03/13/03                DISTRICT    : 8
     CONTRACT DESCRIPTION :                                                                PROJECT(S) : EACSTPD-281-4(114)
     US-281, O'NEILL NORTH.
	
  --------------------------------------------------------------------------------------------------------------------------
      VENDOR NO.           BID NOTES
  --------------------------------------------------------------------------------------------------------------------------


  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   0083           WERNER CONSTRUCTION, INC.                                              $  5,268,204.49     100.0000%
   2   3606           DOBSON BROTHERS CONSTRUCTION COMPANY AND AFFILIATES                    $  5,282,743.59     100.2760%
   3   0875           BROWER CONSTRUCTION CO.                                                $  5,335,469.28     101.2768%
   4   0477           WESTERN ENGINEERING COMPANY, INC.                                      $  5,517,604.78     104.7341%
   5   2252           PAULSEN, INC.                                                          $  5,541,278.09     105.1834%
   6   0574           CONSTRUCTORS, INC.                                                     $  5,701,636.37     108.2273%
   7   1661           U.S. ASPHALT CO.                                                       $  5,744,415.23     109.0393%
   8   0086           HENNINGSEN CONST., INC.                                                $  5,868,032.83     111.3858%
                                                     NEBRASKA DEPARTMENT OF ROADS                                   DATE : 03/13/03
                                                                                                                   PAGE : F22 -3
                                                        TABULATION OF BIDS

     CALL ORDER   : F22                     CONTRACT ID : 8619                         COUNTIES : HOLT
     LETTING DATE : 03/13/03  1:30 PM       DISTRICT    : 8



====================================================================================================================================
                                          |(   1  ) 0083               |(   2  ) 3606               |(   3  ) 0875
                                          |WERNER CONSTRUCTION, INC.   |DOBSON BROTHERS CONSTRUCTIO |BROWER CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   GROUP 1 GRADING
                                          |                            |                            |
0001 0030.10                          LUMP|    8000.00000       8000.00|   11500.00000      11500.00|   16700.00000       16700.00
  MOBILIZATION                            |                            |                            |
0002 1000.00                  10.000  EACH|     110.00000       1100.00|     110.00000       1100.00|     110.00000        1100.00
  LARGE TREE REMOVAL                      |                            |                            |
0003 1009.00                          LUMP|    9000.00000       9000.00|    9000.00000       9000.00|    9000.00000        9000.00
  GENERAL CLEARING AND GRUBBING           |                            |                            |
0004 1010.00               69015.000  m3  |       1.26000      86958.90|       1.26000      86958.90|       1.26000       86958.90
  EXCAVATION                              |                            |                            |
0005 1010.01               12605.000  m3  |       2.20000      27731.00|       2.20000      27731.00|       2.20000       27731.00
  EXCAVATION (ESTABLISHED QUANTITY)       |                            |                            |
0006 1010.10              158029.000  m3  |       2.48000     391911.92|       2.48000     391911.92|       2.48000      391911.92
  EXCAVATION, BORROW                      |                            |                            |
0007 1010.50                 137.000  m3  |      15.00000       2055.00|      15.00000       2055.00|      15.00000        2055.00
  REMOVAL OF UNSUITABLE MATERIAL          |                            |                            |
0008 1011.00                5179.000  kL  |       1.50000       7768.50|       1.50000       7768.50|       1.50000        7768.50
  WATER                                   |                            |                            |
0009 1012.00                 520.000  EACH|      53.00000      27560.00|      53.00000      27560.00|      53.00000       27560.00
  RIGHT-OF-WAY MARKERS                    |                            |                            |
0010 1016.00                  23.000  EACH|     230.00000       5290.00|     230.00000       5290.00|     230.00000        5290.00
  RE-ESTABLISH PROPERTY CORNER            |                            |                            |
0011 1021.10                  90.000  EACH|      10.00000        900.00|      10.00000        900.00|      10.00000         900.00
  REMOVE DELINEATOR UNITS                 |                            |                            |
0012 1040.00               36366.000  m2  |       0.16000       5818.56|       0.34000      12364.44|       0.10000        3636.60
  SLOPE PROTECTION                        |                            |                            |
0013 1040.05               22425.000  m2  |       0.06000       1345.50|       0.31000       6951.75|       0.06000        1345.50
  TEMPORARY SLOPE PROTECTION              |                            |                            |
0014 1040.06                  40.000  Mg  |      68.00000       2720.00|      90.00000       3600.00|      68.00000        2720.00
  SLOPE PROTECTION MULCH                  |                            |                            |
0015 1102.00               14070.000  m2  |       2.00000      28140.00|       2.00000      28140.00|       3.81000       53606.70
  REMOVE ASPHALT SURFACE                  |                            |                            |
0016 1106.00                4099.000  m2  |       2.00000       8198.00|       2.00000       8198.00|       2.00000        8198.00
  REMOVE DRIVEWAY                         |                            |                            |
0017 1143.00                  19.200  m   |      10.00000        192.00|      10.00000        192.00|      10.00000         192.00
  REMOVE DRIVEWAY CULVERT PIPE            |                            |                            |
0018 1701.24                 340.000  m   |      50.00000      17000.00|      50.00000      17000.00|      50.00000       17000.00
  600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, |                            |                            |
  4,5,6,7 OR 8                            |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                                   DATE : 03/13/03
                                                                                                                   PAGE : F22 -4
                                                        TABULATION OF BIDS

     CALL ORDER   : F22                     CONTRACT ID : 8619                         COUNTIES : HOLT
     LETTING DATE : 03/13/03  1:30 PM       DISTRICT    : 8



====================================================================================================================================
                                          |(   1  ) 0083               |(   2   ) 3606              |(   3  ) 0875
                                          |WERNER CONSTRUCTION, INC.   |DOBSON BROTHERS CONSTRUCTIO |BROWER CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 1701.30                  12.000  m   |      67.00000        804.00|      67.00000        804.00|      67.00000         804.00
  750 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, |                            |                            |
  4,5,6,7 OR 8                            |                            |                            |
0020 1702.24                  48.000  m   |      52.00000       2496.00|      52.00000       2496.00|      52.00000        2496.00
  600 mm DRIVEWAY CULVERT PIPE, TYPE 3,4  |                            |                            |
  OR 5                                    |                            |                            |
0021 1706.24                 249.000  m   |     154.00000      38346.00|     154.00000      38346.00|     154.00000       38346.00
  600 mm ROUND EQUIVALENT DRIVEWAY        |                            |                            |
  CULVERT PIPE, TYPE 2                    |                            |                            |
0022 2030.01                 137.000  m3  |       8.50000       1164.50|       8.50000       1164.50|       8.50000        1164.50
  AGGREGATE FOR SUB-SURFACE DRAINAGE      |                            |                            |
0023 3017.50                  91.000  m2  |      64.60000       5878.60|     100.00000       9100.00|     120.00000       10920.00
  INTERLOCKING CONCRETE PAVER BLOCK       |                            |                            |
0024 4040.00                   4.000  EACH|      50.00000        200.00|      50.00000        200.00|      50.00000         200.00
  REMOVE HEADWALLS FROM CULVERTS          |                            |                            |
0025 4763.26                   1.000  EACH|     180.00000        180.00|     180.00000        180.00|     180.00000         180.00
  UNDERDRAIN HEADWALL                     |                            |                            |
0026 4764.34                   3.000  m   |       9.00000         27.00|       9.00000         27.00|       9.00000          27.00
  100 mm NONPERFORATED PIPE UNDERDRAIN    |                            |                            |
0027 4764.35                   9.000  m   |       9.50000         85.50|       9.50000         85.50|       9.50000          85.50
  100 mm PERFORATED PIPE UNDERDRAIN       |                            |                            |
0028 L006.00                  42.000  ha  |     150.00000       6300.00|     300.00000      12600.00|     151.50000        6363.00
  COVER CROP SEEDING                      |                            |                            |
0029 L020.01                4002.000  m2  |       4.86000      19449.72|       5.53000      22131.06|       4.86000       19449.72
  EROSION CONTROL, TYPE A                 |                            |                            |
0030 L020.03               17562.000  m2  |       1.72000      30206.64|       1.45000      25464.90|       1.72000       30206.64
  EROSION CONTROL, TYPE C                 |                            |                            |
0031 L020.08                9654.000  m2  |       4.82000      46532.28|       5.63000      54352.02|       4.82000       46532.28
  EROSION CONTROL, TYPE AA                |                            |                            |
0032 L020.09                 285.000  m2  |      11.40000       3249.00|      11.00000       3135.00|      11.40000        3249.00
  EROSION CONTROL, TYPE AAA               |                            |                            |
0033 L020.20               36366.000  m2  |       0.10000       3636.60|       0.55000      20001.30|       0.16000        5818.56
  SLOPE PROTECTION NETTING                |                            |                            |
0034 L021.01                 266.000  BALE|      15.00000       3990.00|      19.00000       5054.00|      15.00000        3990.00
  EROSION CHECKS, TYPE A                  |                            |                            |
0035 L021.03                 721.000  BALE|      15.00000      10815.00|      17.00000      12257.00|      15.00000       10815.00
  EROSION CHECKS, TYPE C                  |                            |                            |
0036 L021.06                 126.000  BALE|      15.00000       1890.00|      16.00000       2016.00|      15.00000        1890.00
  EROSION CHECKS, TYPE HV                 |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                                   DATE : 03/13/03
                                                                                                                   PAGE : F22 -5
                                                        TABULATION OF BIDS

     CALL ORDER   : F22                     CONTRACT ID : 8619                         COUNTIES : HOLT
     LETTING DATE : 03/13/03  1:30 PM       DISTRICT    : 8



====================================================================================================================================
                                          |(   1  ) 0083               |(   2   ) 3606              |(   3  ) 0875
                                          |WERNER CONSTRUCTION, INC.   |DOBSON BROTHERS CONSTRUCTIO |BROWER CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0037 L021.21                 539.000  BALE|      15.50000       8354.50|      20.00000      10780.00|      15.50000        8354.50
  EROSION CHECKS, TYPE AA                 |                            |                            |
0038 L022.11                5459.000  m   |       6.00000      32754.00|       2.90000      15831.10|       6.00000       32754.00
  FABRIC SILT FENCE-LOW POROSITY          |                            |                            |
0039 L022.14                 250.000  m   |       6.00000       1500.00|       2.60000        650.00|       6.00000        1500.00
  FABRIC SILT FENCE-LOW PROFILE LOW       |                            |                            |
  POROSITY                                |                            |                            |
0040 L022.25                  25.000  m   |       8.00000        200.00|      12.00000        300.00|       8.00000         200.00
  FABRIC SILT FENCE, TYPE COIR FIBER      |                            |                            |
0041 L022.75                1176.050  m   |      10.00000      11760.50|      14.50000      17052.73|      10.00000       11760.50
  TEMPORARY SILT CHECK                    |                            |                            |
0042 P300.48                 124.000  m   |     100.00000      12400.00|     100.00000      12400.00|     100.00000       12400.00
  1200 mm CULVERT PIPE, TYPE 3,4 OR 5     |                            |                            |
     SECTION TOTALS                       |             $    873,909.22|             $    914,649.62|              $    913,180.32
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002   GROUP 4 CULVERTS
                                          |                            |                            |
0043 0030.40                          LUMP|   22500.00000      22500.00|    1000.00000       1000.00|    6260.00000        6260.00
  MOBILIZATION                            |                            |                            |
0044 1043.50                 697.000  m2  |       3.50000       2439.50|       2.14000       1491.58|       2.14000        1491.58
  RIPRAP FILTER FABRIC                    |                            |                            |
0045 4035.00                   6.000  EACH|     135.00000        810.00|     200.00000       1200.00|     200.00000        1200.00
  REMOVE FLARED-END SECTION               |                            |                            |
0046 4040.00                  80.000  EACH|     150.00000      12000.00|     152.00000      12160.00|     152.00000       12160.00
  REMOVE HEADWALLS FROM CULVERTS          |                            |                            |
0047 4044.00                   1.000  EACH|    3100.00000       3100.00|    2569.00000       2569.00|    2569.00000        2569.00
  PREPARATION OF STRUCTURE AT STA.        |                            |                            |
  10045+86.98                             |                            |                            |
0048 4044.01                   1.000  EACH|    3100.00000       3100.00|    2569.00000       2569.00|    2569.00000        2569.00
  PREPARATION OF STRUCTURE AT STA.        |                            |                            |
  10089+87.47                             |                            |                            |
0049 4044.02                   1.000  EACH|    2075.00000       2075.00|    3000.00000       3000.00|    3000.00000        3000.00
  PREPARATION OF STRUCTURE AT STA.        |                            |                            |
  10109+29.66                             |                            |                            |
0050 4044.03                   1.000  EACH|    2075.00000       2075.00|    3000.00000       3000.00|    3000.00000        3000.00
  PREPARATION OF STRUCTURE AT STA.        |                            |                            |
  10130+83.99                             |                            |                            |
0051 4044.04                   1.000  EACH|    1750.00000       1750.00|    3000.00000       3000.00|    3000.00000        3000.00
  PREPARATION OF STRUCTURE AT STA.        |                            |                            |
  10142+46.50                             |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                                   DATE : 03/13/03
                                                                                                                   PAGE : F22 -6
                                                        TABULATION OF BIDS

     CALL ORDER   : F22                     CONTRACT ID : 8619                         COUNTIES : HOLT
     LETTING DATE : 03/13/03  1:30 PM       DISTRICT    : 8



====================================================================================================================================
                                          |(   1  ) 0083               |(   2   ) 3606              |(   3  ) 0875
                                          |WERNER CONSTRUCTION, INC.   |DOBSON BROTHERS CONSTRUCTIO |BROWER CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0052 4044.05                   1.000  EACH|    1750.00000       1750.00|    3000.00000       3000.00|    3000.00000        3000.00
  PREPARATION OF STRUCTURE AT STA.        |                            |                            |
  10143+68.96                             |                            |                            |
0053 4044.06                   1.000  EACH|    2075.00000       2075.00|    3000.00000       3000.00|    3000.00000        3000.00
  PREPARATION OF STRUCTURE AT STA.        |                            |                            |
  10148+52.17                             |                            |                            |
0054 4044.07                   1.000  EACH|    2280.00000       2280.00|    3000.00000       3000.00|    3000.00000        3000.00
  PREPARATION OF STRUCTURE AT STA.        |                            |                            |
  10205+55.25                             |                            |                            |
0055 4045.00                   1.000  EACH|   12400.00000      12400.00|    9200.00000       9200.00|    9200.00000        9200.00
  REMOVE STRUCTURE AT STA. 10109+47.84    |                            |                            |
0056 4045.01                   1.000  EACH|    8250.00000       8250.00|    5200.00000       5200.00|    5200.00000        5200.00
  REMOVE STRUCTURE AT STA. 10123+87.32    |                            |                            |
0057 4050.01                 916.000  m3  |      12.90000      11816.40|      21.00000      19236.00|      21.00000       19236.00
  EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS |                            |                            |
  AND HEADWALLS                           |                            |                            |
0058 4051.01                 475.000  m3  |      25.75000      12231.25|      36.00000      17100.00|      36.00000       17100.00
  EXCAVATION FOR BOX CULVERTS             |                            |                            |
0059 4101.06                 579.490  m3  |     417.51000     241942.87|     341.65000     197982.76|     341.65000      197982.76
  CLASS 47B-20 OR AX-20 CONCRETE FOR BOX  |                            |                            |
  CULVERT                                 |                            |                            |
0060 4151.00               34321.000  kg  |       1.35000      46333.35|       0.98000      33634.58|       0.98000       33634.58
  REINFORCING STEEL FOR BOX CULVERT       |                            |                            |
0061 4310.18                  10.000  EACH|     198.00000       1980.00|     100.00000       1000.00|     100.00000        1000.00
  450 mm FLARED-END SECTION               |                            |                            |
0062 4310.24                  54.000  EACH|     238.00000      12852.00|     100.00000       5400.00|     100.00000        5400.00
  600 mm FLARED-END SECTION               |                            |                            |
0063 4310.30                  12.000  EACH|     314.00000       3768.00|     162.00000       1944.00|     162.00000        1944.00
  750 mm FLARED-END SECTION               |                            |                            |
0064 4310.36                   4.000  EACH|     400.00000       1600.00|     220.00000        880.00|     220.00000         880.00
  900 mm FLARED-END SECTION               |                            |                            |
0065 4310.42                   8.000  EACH|     625.00000       5000.00|     590.00000       4720.00|     590.00000        4720.00
  1050 mm FLARED-END SECTION              |                            |                            |
0066 4310.54                   4.000  EACH|     770.00000       3080.00|     635.00000       2540.00|     635.00000        2540.00
  1350 mm FLARED-END SECTION              |                            |                            |
0067 4320.24                   4.000  EACH|     595.00000       2380.00|     422.00000       1688.00|     422.00000        1688.00
  600 mm ROUND EQUIVALENT FLARED-END      |                            |                            |
  SECTION                                 |                            |                            |
0068 6105.01                  97.000  Mg  |      42.00000       4074.00|      30.00000       2910.00|      30.00000        2910.00
  ROCK RIPRAP, TYPE A                     |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                                   DATE : 03/13/03
                                                                                                                   PAGE : F22 -7
                                                        TABULATION OF BIDS

     CALL ORDER   : F22                     CONTRACT ID : 8619                         COUNTIES : HOLT
     LETTING DATE : 03/13/03  1:30 PM       DISTRICT    : 8



====================================================================================================================================
                                          |(   1  ) 0083               |(   2   ) 3606              |(   3  ) 0875
                                          |WERNER CONSTRUCTION, INC.   |DOBSON BROTHERS CONSTRUCTIO |BROWER CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0069 6105.02                 350.000  Mg  |      42.00000      14700.00|      30.00000      10500.00|      30.00000       10500.00
  ROCK RIPRAP, TYPE B                     |                            |                            |
0070 6105.03                 167.000  Mg  |      42.00000       7014.00|      30.00000       5010.00|      30.00000        5010.00
  ROCK RIPRAP, TYPE C                     |                            |                            |
0071 P127.24                  28.500  m   |     166.70000       4750.95|     198.00000       5643.00|     198.00000        5643.00
  600 mm ROUND EQUIVALENT CULVERT PIPE,   |                            |                            |
  TYPE 2                                  |                            |                            |
0072 P300.18                  57.000  m   |      72.90000       4155.30|      32.00000       1824.00|      32.00000        1824.00
  450 mm CULVERT PIPE, TYPE 3,4 OR 5      |                            |                            |
0073 P300.24                 267.200  m   |      78.25000      20908.40|      39.00000      10420.80|      39.00000       10420.80
  600 mm CULVERT PIPE, TYPE 3,4 OR 5      |                            |                            |
0074 P300.30                  52.000  m   |      90.25000       4693.00|      80.00000       4160.00|      80.00000        4160.00
  750 mm CULVERT PIPE, TYPE 3,4 OR 5      |                            |                            |
0075 P300.36                  32.400  m   |      96.75000       3134.70|      98.00000       3175.20|      98.00000        3175.20
  900 mm CULVERT PIPE, TYPE 3,4 OR 5      |                            |                            |
0076 P300.42                  63.700  m   |     119.20000       7593.04|     152.00000       9682.40|     152.00000        9682.40
  1050 mm CULVERT PIPE, TYPE 3,4 OR 5     |                            |                            |
0077 P300.54                  31.900  m   |     285.00000       9091.50|     198.36000       6327.68|     198.36000        6327.68
  1350 mm CULVERT PIPE, TYPE 3,4 OR 5     |                            |                            |
0078 P400.24                  79.000  m   |      98.25000       7761.75|     120.00000       9480.00|     120.00000        9480.00
  600 mm CULVERT PIPE, TYPE 2,5,7 OR 8    |                            |                            |
0079 P400.30                  13.000  m   |     115.00000       1495.00|      90.00000       1170.00|      90.00000        1170.00
  750 mm CULVERT PIPE, TYPE 2,5,7 OR 8    |                            |                            |
0080 P402.24                  96.100  m   |      72.30000       6948.03|      94.36000       9068.00|      94.36000        9068.00
  600 mm CULVERT PIPE, TYPE 3,4,5 OR 6    |                            |                            |
0081 P402.30                  30.000  m   |     102.25000       3067.50|     100.00000       3000.00|     100.00000        3000.00
  750 mm CULVERT PIPE, TYPE 3,4,5 OR 6    |                            |                            |
     SECTION TOTALS                       |             $    518,975.54|             $    421,886.00|              $    427,146.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003   GROUP 5 SEEDING
                                          |                            |                            |
0082 0030.50                          LUMP|    3750.00000       3750.00|    3500.00000       3500.00|     757.50000         757.50
  MOBILIZATION                            |                            |                            |
0083 L001.01                  27.000  ha  |    1248.00000      33696.00|    1429.00000      38583.00|    1260.48000       34032.96
  SEEDING, TYPE A                         |                            |                            |
0084 L001.02                  15.000  ha  |     835.00000      12525.00|    1059.00000      15885.00|     843.35000       12650.25
  SEEDING, TYPE B                         |                            |                            |
0085 L010.00                2203.000  m2  |       5.00000      11015.00|       8.00000      17624.00|       5.05000       11125.15
  SODDING                                 |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                                   DATE : 03/13/03
                                                                                                                   PAGE : F22 -8
                                                        TABULATION OF BIDS

     CALL ORDER   : F22                     CONTRACT ID : 8619                         COUNTIES : HOLT
     LETTING DATE : 03/13/03  1:30 PM       DISTRICT    : 8



====================================================================================================================================
                                          |(   1  ) 0083               |(   2   ) 3606              |(   3  ) 0875
                                          |WERNER CONSTRUCTION, INC.   |DOBSON BROTHERS CONSTRUCTIO |BROWER CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0086 L032.75                 189.000  Mg  |      68.00000      12852.00|      85.00000      16065.00|      68.68000       12980.52
  MULCH                                   |                            |                            |
     SECTION TOTALS                       |             $     73,838.00|             $     91,657.00|              $     71,546.38
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004   GROUP 9 BITUMINOUS
                                          |                            |                            |
0087 0002.55                 625.500  StaM|      23.00000      14386.50|      26.00000      16263.00|      26.26000       16425.63
  OVERLAY BROKEN LINES                    |                            |                            |
0088 0002.60                1251.000  StaM|      26.00000      32526.00|      26.00000      32526.00|      26.26000       32851.26
  OVERLAY SOLID LINES                     |                            |                            |
0089 0030.90                          LUMP|   69000.00000      69000.00|  175000.00000     175000.00|  111626.29000      111626.29
  MOBILIZATION                            |                            |                            |
0090 2001.00                 394.000  m3  |       7.80000       3073.20|       7.80000       3073.20|       7.88000        3104.72
  GRAVEL SURFACE COURSE                   |                            |                            |
0091 2009.10                   2.920  StaM|     400.00000       1168.00|     400.00000       1168.00|     404.00000        1179.68
  GRAVEL EMBEDMENT                        |                            |                            |
0092 2010.00                 134.000  m3  |      33.80000       4529.20|      33.80000       4529.20|      34.14000        4574.76
  CRUSHED ROCK SURFACE COURSE             |                            |                            |
0093 2021.00                  28.000  EACH|      50.00000       1400.00|      45.00000       1260.00|      45.45000        1272.60
  MAILBOX POST                            |                            |                            |
0094 3020.30                 123.000  m2  |      50.00000       6150.00|      32.50000       3997.50|      40.00000        4920.00
  CONCRETE CLASS 47B-25 DRIVEWAY          |                            |                            |
0095 7502.04                 150.000  m   |       7.00000       1050.00|       7.55000       1132.50|       7.63000        1144.50
  100 mm WHITE PREFORMED PAVEMENT MARKING |                            |                            |
  TYPE 4                                  |                            |                            |
0096 7503.04                1175.000  m   |       7.00000       8225.00|       7.75000       9106.25|       7.83000        9200.25
  100 mm YELLOW PREFORMED PAVEMENT        |                            |                            |
  MARKING, TYPE 4                         |                            |                            |
0097 7509.04                 175.000  m   |      14.00000       2450.00|      26.25000       4593.75|      26.51000        4639.25
  300 mm YELLOW PREFORMED PAVEMENT        |                            |                            |
  MARKING, TYPE 4                         |                            |                            |
0098 7512.04                  20.000  m   |      28.00000        560.00|      46.75000        935.00|      47.22000         944.40
  600 mm WHITE PREFORMED PAVEMENT MARKING |                            |                            |
  TYPE 4                                  |                            |                            |
0099 8022.00                 593.000  Mg  |     101.20000      60011.60|     101.20000      60011.60|     101.20000       60011.60
  HYDRATED LIME                           |                            |                            |
0100 8110.50                 203.650  StaM|    1268.00000     258228.20|    1117.00000     227477.05|    1117.00000      227477.05
  HYDRATED LIME SLURRY STABILIZATION      |                            |                            |
0101 8111.00                 371.900  StaM|     225.00000      83677.50|     183.71000      68321.75|     212.25000       78935.78
  SHOULDER SUBGRADE PREPARATION           |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                                   DATE : 03/13/03
                                                                                                                   PAGE : F22 -9
                                                        TABULATION OF BIDS

     CALL ORDER   : F22                     CONTRACT ID : 8619                         COUNTIES : HOLT
     LETTING DATE : 03/13/03  1:30 PM       DISTRICT    : 8



====================================================================================================================================
                                          |(   1  ) 0083               |(   2   ) 3606              |(   3  ) 0875
                                          |WERNER CONSTRUCTION, INC.   |DOBSON BROTHERS CONSTRUCTIO |BROWER CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0102 9000.75                 500.000  Mg  |      13.19000       6595.00|      10.00000       5000.00|      13.33000        6665.00
  ASPHALTIC CONCRETE FOR STATE            |                            |                            |
  MAINTENANCE PATCHING, TYPE SPS          |                            |                            |
0103 9005.00                 500.000  Mg  |      27.86000      13930.00|      41.34000      20670.00|      43.42000       21710.00
  ASPHALTIC CONCRETE FOR PATCHING, TYPE   |                            |                            |
  SP4(12.5)                               |                            |                            |
0104 9005.23               38550.000  Mg  |      13.19000     508474.50|      14.29000     550879.50|      14.23000      548566.50
  ASPHALTIC CONCRETE, TYPE SPS            |                            |                            |
0105 9005.45               53360.000  Mg  |      19.10000    1019176.00|      18.16000     969017.60|      20.62000     1100283.20
  ASPHALTIC CONCRETE, TYPE SP4(12.5)      |                            |                            |
0106 9009.00                7233.000  m2  |       3.00000      21699.00|       2.71000      19601.43|       2.00000       14466.00
  PLACEMENT OF ASPHALTIC CONCRETE FOR     |                            |                            |
  DRIVEWAYS AND INTERSECTIONS             |                            |                            |
0107 9020.92                  27.000  Mg  |     233.00000       6291.00|     232.00000       6264.00|     231.37000        6246.99
  PERFORMANCE GRADED BINDER (58-28) FOR   |                            |                            |
  STATE MAINTENANCE PATCHING              |                            |                            |
0108 9021.03                2081.700  Mg  |     233.00000     485036.10|     232.00000     482954.40|     231.37000      481642.93
  PERFORMANCE GRADED BINDER (58-28)       |                            |                            |
0109 9021.08                2908.440  Mg  |     266.00000     773645.04|     265.00000     770736.60|     264.58000      769515.06
  PERFORMANCE GRADED BINDER (64-28)       |                            |                            |
0110 9052.15              601580.000  L   |       0.23000     138363.40|       0.23000     138363.40|       0.23000      138363.40
  EMULSIFIED ASPHALT FOR HYDRATED LIME    |                            |                            |
  SLURRY STABILIZATION                    |                            |                            |
0111 9053.00              168180.000  L   |       0.26000      43726.80|       0.24000      40363.20|       0.10000       16818.00
  TACK COAT                               |                            |                            |
0112 9111.00                2720.000  kL  |       1.50000       4080.00|       1.50000       4080.00|       3.00000        8160.00
  WATER                                   |                            |                            |
0113 9170.00                  71.630  StaM|     113.00000       8094.19|     200.00000      14326.00|     202.00000       14469.26
  EARTH SHOULDER CONSTRUCTION             |                            |                            |
0114 9173.20               20462.000  m2  |       1.00000      20462.00|       1.00000      20462.00|       0.75000       15346.50
  SUBGRADE PREPARATION                    |                            |                            |
0115 9300.52                  20.826  LS  |    6000.00000       6000.00|    5000.00000       5000.00|    3000.00000        3000.00
  ASPHALT PAVEMENT SMOOTHNESS TESTING I/D |                            |                            |
0116 W600.03                   7.000  EACH|     175.00000       1225.00|     100.00000        700.00|      50.00000         350.00
  ADJUST VALVE BOX TO GRADE               |                            |                            |
     SECTION TOTALS                       |             $  3,603,233.23|             $  3,657,812.93|              $  3,703,910.61
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005   GROUP 10 GENERAL ITEMS
                                          |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                                   DATE : 03/13/03
                                                                                                                   PAGE : F22 -10
                                                        TABULATION OF BIDS

     CALL ORDER   : F22                     CONTRACT ID : 8619                         COUNTIES : HOLT
     LETTING DATE : 03/13/03  1:30 PM       DISTRICT    : 8



====================================================================================================================================
                                          |(   1  ) 0083               |(   2   ) 3606              |(   3  ) 0875
                                          |WERNER CONSTRUCTION, INC.   |DOBSON BROTHERS CONSTRUCTIO |BROWER CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0117 0001.08               83550.000  BDAY|       0.50000      41775.00|       0.50000      41775.00|       0.50000       41775.00
  BARRICADE, TYPE II                      |                            |                            |
0118 0001.10                8920.000  BDAY|       1.50000      13380.00|       1.20000      10704.00|       1.22000       10882.40
  BARRICADE, TYPE III                     |                            |                            |
0119 0001.75                3300.000  EACH|       1.00000       3300.00|       1.00000       3300.00|       1.00000        3300.00
  TEMPORARY SIGN DAY                      |                            |                            |
0120 0001.90               28577.000  EACH|       0.50000      14288.50|       0.50000      14288.50|       0.51000       14574.27
  SIGN DAY                                |                            |                            |
0121 0001.99                 280.000  EACH|       1.00000        280.00|       1.00000        280.00|       1.01000         282.80
  CONTRACTOR FURNISHED SIGN DAY           |                            |                            |
0122 0002.30                 750.000  m   |       2.00000       1500.00|       1.64000       1230.00|       1.66000        1245.00
  PAVEMENT MARKING REMOVAL                |                            |                            |
0123 0002.39                8250.000  m   |       2.50000      20625.00|       2.80000      23100.00|       2.83000       23347.50
  TEMPORARY PAVEMENT MARKING, TYPE II     |                            |                            |
0124 0002.47                1200.000  m   |       1.75000       2100.00|       2.50000       3000.00|       2.53000        3036.00
  TEMPORARY PAVEMENT MARKING SURFACE      |                            |                            |
  PREPARATION                             |                            |                            |
0125 0003.10                 160.000  DAY |     185.00000      29600.00|     188.48000      30156.80|     220.00000       35200.00
  FLAGGING                                |                            |                            |
0126 0003.20                  80.000  DAY |     285.00000      22800.00|     236.44000      18915.20|     295.00000       23600.00
  FURNISHING AND OPERATING PILOT VEHICLE  |                            |                            |
0127 0010.04                   1.000  EACH|    1000.00000       1000.00|     262.94000        262.94|    3500.00000        3500.00
  FIELD OFFICE                            |                            |                            |
0128 0030.00                          LUMP|   10000.00000      10000.00|    7500.00000       7500.00|   19343.00000       19343.00
  MOBILIZATION                            |                            |                            |
0129 9110.01                 200.000  HOUR|      50.00000      10000.00|      55.00000      11000.00|      50.00000       10000.00
  RENTAL OF LOADER, FULLY OPERATED        |                            |                            |
0130 9110.02                  40.000  HOUR|      65.00000       2600.00|      55.00000       2200.00|      65.00000        2600.00
  RENTAL OF MOTOR GRADER, FULLY OPERATED  |                            |                            |
0131 9110.03                 200.000  HOUR|      45.00000       9000.00|      45.00000       9000.00|      50.00000       10000.00
  RENTAL OF DUMP TRUCK, FULLY OPERATED    |                            |                            |
0132 9110.06                 160.000  HOUR|      50.00000       8000.00|      81.41000      13025.60|      50.00000        8000.00
  RENTAL OF BACKHOE, FULLY OPERATED       |                            |                            |
0133 9110.07                 200.000  HOUR|      40.00000       8000.00|      35.00000       7000.00|      45.00000        9000.00
  RENTAL OF SKID LOADER, FULLY OPERATED   |                            |                            |
     SECTION TOTALS                       |             $    198,248.50|             $    196,738.04|              $    219,685.97
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  5,268,204.49|             $  5,282,743.59|              $  5,335,469.28
====================================================================================================================================
                                                     NEBRASKA DEPARTMENT OF ROADS                                   DATE : 03/13/03
                                                                                                                   PAGE : F22 -11
                                                        TABULATION OF BIDS

     CALL ORDER   : F22                     CONTRACT ID : 8619                         COUNTIES : HOLT
     LETTING DATE : 03/13/03  1:30 PM       DISTRICT    : 8



====================================================================================================================================
                                          |(   4  ) 0477               |(   5   ) 2252              |(   6  ) 0574
                                          |WESTERN ENGINEERING COMPANY |PAULSEN, INC.               |CONSTRUCTORS, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   GROUP 1 GRADING
                                          |                            |                            |
0001 0030.10                          LUMP|   11000.00000      11000.00|    8000.00000       8000.00|    8275.00000        8275.00
  MOBILIZATION                            |                            |                            |
0002 1000.00                  10.000  EACH|     110.00000       1100.00|     110.00000       1100.00|     113.80000        1138.00
  LARGE TREE REMOVAL                      |                            |                            |
0003 1009.00                          LUMP|    9000.00000       9000.00|    9000.00000       9000.00|    9310.00000        9310.00
  GENERAL CLEARING AND GRUBBING           |                            |                            |
0004 1010.00               69015.000  m3  |       1.27000      87649.05|       1.26000      86958.90|       1.30000       89719.50
  EXCAVATION                              |                            |                            |
0005 1010.01               12605.000  m3  |       2.22000      27983.10|       2.20000      27731.00|       2.30000       28991.50
  EXCAVATION (ESTABLISHED QUANTITY)       |                            |                            |
0006 1010.10              158029.000  m3  |       2.59000     409295.11|       2.48000     391911.92|       2.57000      406134.53
  EXCAVATION, BORROW                      |                            |                            |
0007 1010.50                 137.000  m3  |      15.00000       2055.00|      15.00000       2055.00|      15.52000        2126.24
  REMOVAL OF UNSUITABLE MATERIAL          |                            |                            |
0008 1011.00                5179.000  kL  |       1.50000       7768.50|       1.50000       7768.50|      15.52000       80378.08
  WATER                                   |                            |                            |
0009 1012.00                 520.000  EACH|      53.00000      27560.00|      53.00000      27560.00|      54.85000       28522.00
  RIGHT-OF-WAY MARKERS                    |                            |                            |
0010 1016.00                  23.000  EACH|     230.00000       5290.00|     230.00000       5290.00|     238.00000        5474.00
  RE-ESTABLISH PROPERTY CORNER            |                            |                            |
0011 1021.10                  90.000  EACH|      10.00000        900.00|      10.00000        900.00|      10.35000         931.50
  REMOVE DELINEATOR UNITS                 |                            |                            |
0012 1040.00               36366.000  m2  |       0.38000      13819.08|       0.25000       9091.50|       0.10000        3636.60
  SLOPE PROTECTION                        |                            |                            |
0013 1040.05               22425.000  m2  |       0.20000       4485.00|       0.06000       1345.50|       0.06000        1345.50
  TEMPORARY SLOPE PROTECTION              |                            |                            |
0014 1040.06                  40.000  Mg  |     110.00000       4400.00|      68.00000       2720.00|      70.35000        2814.00
  SLOPE PROTECTION MULCH                  |                            |                            |
0015 1102.00               14070.000  m2  |       2.00000      28140.00|       2.95000      41506.50|       2.85000       40099.50
  REMOVE ASPHALT SURFACE                  |                            |                            |
0016 1106.00                4099.000  m2  |       2.00000       8198.00|       2.00000       8198.00|       2.10000        8607.90
  REMOVE DRIVEWAY                         |                            |                            |
0017 1143.00                  19.200  m   |      10.00000        192.00|      10.00000        192.00|      10.35000         198.72
  REMOVE DRIVEWAY CULVERT PIPE            |                            |                            |
0018 1701.24                 340.000  m   |      50.00000      17000.00|      50.00000      17000.00|      51.75000       17595.00
  600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, |                            |                            |
  4,5,6,7 OR 8                            |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                                   DATE : 03/13/03
                                                                                                                   PAGE : F22 -12
                                                        TABULATION OF BIDS

     CALL ORDER   : F22                     CONTRACT ID : 8619                         COUNTIES : HOLT
     LETTING DATE : 03/13/03  1:30 PM       DISTRICT    : 8



====================================================================================================================================
                                          |(   4  ) 0477               |(   5   ) 2252              |(   6  ) 0574
                                          |WESTERN ENGINEERING COMPANY |PAULSEN, INC.               |CONSTRUCTORS, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 1701.30                  12.000  m   |      67.00000        804.00|      67.00000        804.00|      69.30000         831.60
  750 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, |                            |                            |
  4,5,6,7 OR 8                            |                            |                            |
0020 1702.24                  48.000  m   |      52.00000       2496.00|      52.00000       2496.00|      53.80000        2582.40
  600 mm DRIVEWAY CULVERT PIPE, TYPE 3,4  |                            |                            |
  OR 5                                    |                            |                            |
0021 1706.24                 249.000  m   |     154.00000      38346.00|     154.00000      38346.00|     159.30000       39665.70
  600 mm ROUND EQUIVALENT DRIVEWAY        |                            |                            |
  CULVERT PIPE, TYPE 2                    |                            |                            |
0022 2030.01                 137.000  m3  |       8.75000       1198.75|       8.50000       1164.50|       8.80000        1205.60
  AGGREGATE FOR SUB-SURFACE DRAINAGE      |                            |                            |
0023 3017.50                  91.000  m2  |     120.00000      10920.00|     120.00000      10920.00|     124.15000       11297.65
  INTERLOCKING CONCRETE PAVER BLOCK       |                            |                            |
0024 4040.00                   4.000  EACH|      50.00000        200.00|      50.00000        200.00|      51.75000         207.00
  REMOVE HEADWALLS FROM CULVERTS          |                            |                            |
0025 4763.26                   1.000  EACH|     180.00000        180.00|     180.00000        180.00|     186.25000         186.25
  UNDERDRAIN HEADWALL                     |                            |                            |
0026 4764.34                   3.000  m   |      10.00000         30.00|       9.00000         27.00|       9.30000          27.90
  100 mm NONPERFORATED PIPE UNDERDRAIN    |                            |                            |
0027 4764.35                   9.000  m   |      12.00000        108.00|       9.50000         85.50|       9.85000          88.65
  100 mm PERFORATED PIPE UNDERDRAIN       |                            |                            |
0028 L006.00                  42.000  ha  |     300.00000      12600.00|     300.00000      12600.00|     310.00000       13020.00
  COVER CROP SEEDING                      |                            |                            |
0029 L020.01                4002.000  m2  |       6.00000      24012.00|       4.86000      19449.72|       5.05000       20210.10
  EROSION CONTROL, TYPE A                 |                            |                            |
0030 L020.03               17562.000  m2  |       2.00000      35124.00|       1.72000      30206.64|       1.80000       31611.60
  EROSION CONTROL, TYPE C                 |                            |                            |
0031 L020.08                9654.000  m2  |       6.15000      59372.10|       4.82000      46532.28|       5.00000       48270.00
  EROSION CONTROL, TYPE AA                |                            |                            |
0032 L020.09                 285.000  m2  |      12.00000       3420.00|      11.40000       3249.00|      11.80000        3363.00
  EROSION CONTROL, TYPE AAA               |                            |                            |
0033 L020.20               36366.000  m2  |       0.55000      20001.30|       0.16000       5818.56|       0.17000        6182.22
  SLOPE PROTECTION NETTING                |                            |                            |
0034 L021.01                 266.000  BALE|      28.00000       7448.00|      15.00000       3990.00|      15.50000        4123.00
  EROSION CHECKS, TYPE A                  |                            |                            |
0035 L021.03                 721.000  BALE|      25.00000      18025.00|      15.00000      10815.00|      15.50000       11175.50
  EROSION CHECKS, TYPE C                  |                            |                            |
0036 L021.06                 126.000  BALE|      24.00000       3024.00|      15.00000       1890.00|      15.50000        1953.00
  EROSION CHECKS, TYPE HV                 |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                                   DATE : 03/13/03
                                                                                                                   PAGE : F22 -13
                                                        TABULATION OF BIDS

     CALL ORDER   : F22                     CONTRACT ID : 8619                         COUNTIES : HOLT
     LETTING DATE : 03/13/03  1:30 PM       DISTRICT    : 8



====================================================================================================================================
                                          |(   4  ) 0477               |(   5   ) 2252              |(   6  ) 0574
                                          |WESTERN ENGINEERING COMPANY |PAULSEN, INC.               |CONSTRUCTORS, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0037 L021.21                 539.000  BALE|      28.00000      15092.00|      15.50000       8354.50|      15.50000        8354.50
  EROSION CHECKS, TYPE AA                 |                            |                            |
0038 L022.11                5459.000  m   |      10.00000      54590.00|       6.00000      32754.00|       6.20000       33845.80
  FABRIC SILT FENCE-LOW POROSITY          |                            |                            |
0039 L022.14                 250.000  m   |      15.00000       3750.00|       6.00000       1500.00|       6.20000        1550.00
  FABRIC SILT FENCE-LOW PROFILE LOW       |                            |                            |
  POROSITY                                |                            |                            |
0040 L022.25                  25.000  m   |      12.00000        300.00|       8.00000        200.00|       8.30000         207.50
  FABRIC SILT FENCE, TYPE COIR FIBER      |                            |                            |
0041 L022.75                1176.050  m   |      12.00000      14112.60|      10.00000      11760.50|      10.35000       12172.12
  TEMPORARY SILT CHECK                    |                            |                            |
0042 P300.48                 124.000  m   |     100.00000      12400.00|     100.00000      12400.00|     103.50000       12834.00
  1200 mm CULVERT PIPE, TYPE 3,4 OR 5     |                            |                            |
     SECTION TOTALS                       |             $  1,003,388.59|             $    904,072.02|              $  1,000,262.66
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002   GROUP 4 CULVERTS
                                          |                            |                            |
0043 0030.40                          LUMP|    5000.00000       5000.00|   22500.00000      22500.00|   23300.00000       23300.00
  MOBILIZATION                            |                            |                            |
0044 1043.50                 697.000  m2  |       2.50000       1742.50|       3.50000       2439.50|       3.60000        2509.20
  RIPRAP FILTER FABRIC                    |                            |                            |
0045 4035.00                   6.000  EACH|     100.00000        600.00|     135.00000        810.00|     140.00000         840.00
  REMOVE FLARED-END SECTION               |                            |                            |
0046 4040.00                  80.000  EACH|     100.00000       8000.00|     150.00000      12000.00|     155.00000       12400.00
  REMOVE HEADWALLS FROM CULVERTS          |                            |                            |
0047 4044.00                   1.000  EACH|    3500.00000       3500.00|    3100.00000       3100.00|    3200.00000        3200.00
  PREPARATION OF STRUCTURE AT STA.        |                            |                            |
  10045+86.98                             |                            |                            |
0048 4044.01                   1.000  EACH|    3500.00000       3500.00|    3100.00000       3100.00|    3200.00000        3200.00
  PREPARATION OF STRUCTURE AT STA.        |                            |                            |
  10089+87.47                             |                            |                            |
0049 4044.02                   1.000  EACH|    4500.00000       4500.00|    2075.00000       2075.00|    2150.00000        2150.00
  PREPARATION OF STRUCTURE AT STA.        |                            |                            |
  10109+29.66                             |                            |                            |
0050 4044.03                   1.000  EACH|    2000.00000       2000.00|    2075.00000       2075.00|    2150.00000        2150.00
  PREPARATION OF STRUCTURE AT STA.        |                            |                            |
  10130+83.99                             |                            |                            |
0051 4044.04                   1.000  EACH|    2000.00000       2000.00|    1750.00000       1750.00|    1850.00000        1850.00
  PREPARATION OF STRUCTURE AT STA.        |                            |                            |
  10142+46.50                             |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                                   DATE : 03/13/03
                                                                                                                   PAGE : F22 -14
                                                        TABULATION OF BIDS

     CALL ORDER   : F22                     CONTRACT ID : 8619                         COUNTIES : HOLT
     LETTING DATE : 03/13/03  1:30 PM       DISTRICT    : 8



====================================================================================================================================
                                          |(   4  ) 0477               |(   5   ) 2252              |(   6  ) 0574
                                          |WESTERN ENGINEERING COMPANY |PAULSEN, INC.               |CONSTRUCTORS, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0052 4044.05                   1.000  EACH|    2000.00000       2000.00|    1750.00000       1750.00|    1850.00000        1850.00
  PREPARATION OF STRUCTURE AT STA.        |                            |                            |
  10143+68.96                             |                            |                            |
0053 4044.06                   1.000  EACH|    2000.00000       2000.00|    2075.00000       2075.00|    2150.00000        2150.00
  PREPARATION OF STRUCTURE AT STA.        |                            |                            |
  10148+52.17                             |                            |                            |
0054 4044.07                   1.000  EACH|    2500.00000       2500.00|    2280.00000       2280.00|    2360.00000        2360.00
  PREPARATION OF STRUCTURE AT STA.        |                            |                            |
  10205+55.25                             |                            |                            |
0055 4045.00                   1.000  EACH|    7500.00000       7500.00|   12400.00000      12400.00|   12850.00000       12850.00
  REMOVE STRUCTURE AT STA. 10109+47.84    |                            |                            |
0056 4045.01                   1.000  EACH|    5000.00000       5000.00|    8250.00000       8250.00|    8550.00000        8550.00
  REMOVE STRUCTURE AT STA. 10123+87.32    |                            |                            |
0057 4050.01                 916.000  m3  |      13.00000      11908.00|      12.90000      11816.40|      13.35000       12228.60
  EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS |                            |                            |
  AND HEADWALLS                           |                            |                            |
0058 4051.01                 475.000  m3  |      20.00000       9500.00|      25.75000      12231.25|      26.65000       12658.75
  EXCAVATION FOR BOX CULVERTS             |                            |                            |
0059 4101.06                 579.490  m3  |     325.00000     188334.25|     417.51000     241942.87|     432.00000      250339.68
  CLASS 47B-20 OR AX-20 CONCRETE FOR BOX  |                            |                            |
  CULVERT                                 |                            |                            |
0060 4151.00               34321.000  kg  |       1.44000      49422.24|       1.35000      46333.35|       1.40000       48049.40
  REINFORCING STEEL FOR BOX CULVERT       |                            |                            |
0061 4310.18                  10.000  EACH|     165.00000       1650.00|     198.00000       1980.00|     204.85000        2048.50
  450 mm FLARED-END SECTION               |                            |                            |
0062 4310.24                  54.000  EACH|     190.00000      10260.00|     238.00000      12852.00|     246.25000       13297.50
  600 mm FLARED-END SECTION               |                            |                            |
0063 4310.30                  12.000  EACH|     285.00000       3420.00|     314.00000       3768.00|     324.85000        3898.20
  750 mm FLARED-END SECTION               |                            |                            |
0064 4310.36                   4.000  EACH|     365.00000       1460.00|     400.00000       1600.00|     413.85000        1655.40
  900 mm FLARED-END SECTION               |                            |                            |
0065 4310.42                   8.000  EACH|     710.00000       5680.00|     625.00000       5000.00|     646.60000        5172.80
  1050 mm FLARED-END SECTION              |                            |                            |
0066 4310.54                   4.000  EACH|     855.00000       3420.00|     770.00000       3080.00|     796.60000        3186.40
  1350 mm FLARED-END SECTION              |                            |                            |
0067 4320.24                   4.000  EACH|     180.00000        720.00|     595.00000       2380.00|     615.60000        2462.40
  600 mm ROUND EQUIVALENT FLARED-END      |                            |                            |
  SECTION                                 |                            |                            |
0068 6105.01                  97.000  Mg  |      46.00000       4462.00|      42.00000       4074.00|      43.45000        4214.65
  ROCK RIPRAP, TYPE A                     |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                                   DATE : 03/13/03
                                                                                                                   PAGE : F22 -15
                                                        TABULATION OF BIDS

     CALL ORDER   : F22                     CONTRACT ID : 8619                         COUNTIES : HOLT
     LETTING DATE : 03/13/03  1:30 PM       DISTRICT    : 8



====================================================================================================================================
                                          |(   4  ) 0477               |(   5   ) 2252              |(   6  ) 0574
                                          |WESTERN ENGINEERING COMPANY |PAULSEN, INC.               |CONSTRUCTORS, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0069 6105.02                 350.000  Mg  |      46.00000      16100.00|      42.00000      14700.00|      43.45000       15207.50
  ROCK RIPRAP, TYPE B                     |                            |                            |
0070 6105.03                 167.000  Mg  |      46.00000       7682.00|      42.00000       7014.00|      43.45000        7256.15
  ROCK RIPRAP, TYPE C                     |                            |                            |
0071 P127.24                  28.500  m   |     177.00000       5044.50|     166.70000       4750.95|     172.50000        4916.25
  600 mm ROUND EQUIVALENT CULVERT PIPE,   |                            |                            |
  TYPE 2                                  |                            |                            |
0072 P300.18                  57.000  m   |      54.00000       3078.00|      72.90000       4155.30|      75.50000        4303.50
  450 mm CULVERT PIPE, TYPE 3,4 OR 5      |                            |                            |
0073 P300.24                 267.200  m   |      61.00000      16299.20|      78.25000      20908.40|      81.00000       21643.20
  600 mm CULVERT PIPE, TYPE 3,4 OR 5      |                            |                            |
0074 P300.30                  52.000  m   |      75.00000       3900.00|      90.25000       4693.00|      93.40000        4856.80
  750 mm CULVERT PIPE, TYPE 3,4 OR 5      |                            |                            |
0075 P300.36                  32.400  m   |     102.00000       3304.80|      96.75000       3134.70|     100.00000        3240.00
  900 mm CULVERT PIPE, TYPE 3,4 OR 5      |                            |                            |
0076 P300.42                  63.700  m   |     127.00000       8089.90|     119.20000       7593.04|     123.00000        7835.10
  1050 mm CULVERT PIPE, TYPE 3,4 OR 5     |                            |                            |
0077 P300.54                  31.900  m   |     150.00000       4785.00|     285.00000       9091.50|     295.00000        9410.50
  1350 mm CULVERT PIPE, TYPE 3,4 OR 5     |                            |                            |
0078 P400.24                  79.000  m   |      78.00000       6162.00|      98.25000       7761.75|     101.50000        8018.50
  600 mm CULVERT PIPE, TYPE 2,5,7 OR 8    |                            |                            |
0079 P400.30                  13.000  m   |     101.00000       1313.00|     115.00000       1495.00|     119.00000        1547.00
  750 mm CULVERT PIPE, TYPE 2,5,7 OR 8    |                            |                            |
0080 P402.24                  96.100  m   |      61.00000       5862.10|      72.30000       6948.03|      74.80000        7188.28
  600 mm CULVERT PIPE, TYPE 3,4,5 OR 6    |                            |                            |
0081 P402.30                  30.000  m   |      74.00000       2220.00|     102.25000       3067.50|     105.75000        3172.50
  750 mm CULVERT PIPE, TYPE 3,4,5 OR 6    |                            |                            |
     SECTION TOTALS                       |             $    423,919.49|             $    518,975.54|              $    537,166.76
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003   GROUP 5 SEEDING
                                          |                            |                            |
0082 0030.50                          LUMP|    3000.00000       3000.00|    2000.00000       2000.00|     775.90000         775.90
  MOBILIZATION                            |                            |                            |
0083 L001.01                  27.000  ha  |    1600.00000      43200.00|    1248.00000      33696.00|    1290.00000       34830.00
  SEEDING, TYPE A                         |                            |                            |
0084 L001.02                  15.000  ha  |    1200.00000      18000.00|     835.00000      12525.00|     865.00000       12975.00
  SEEDING, TYPE B                         |                            |                            |
0085 L010.00                2203.000  m2  |      10.00000      22030.00|       5.00000      11015.00|       5.15000       11345.45
  SODDING                                 |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                                   DATE : 03/13/03
                                                                                                                   PAGE : F22 -16
                                                        TABULATION OF BIDS

     CALL ORDER   : F22                     CONTRACT ID : 8619                         COUNTIES : HOLT
     LETTING DATE : 03/13/03  1:30 PM       DISTRICT    : 8



====================================================================================================================================
                                          |(   4  ) 0477               |(   5   ) 2252              |(   6  ) 0574
                                          |WESTERN ENGINEERING COMPANY |PAULSEN, INC.               |CONSTRUCTORS, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0086 L032.75                 189.000  Mg  |     110.00000      20790.00|      68.00000      12852.00|      70.35000       13296.15
  MULCH                                   |                            |                            |
     SECTION TOTALS                       |             $    107,020.00|             $     72,088.00|              $     73,222.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004   GROUP 9 BITUMINOUS
                                          |                            |                            |
0087 0002.55                 625.500  StaM|      15.00000       9382.50|      19.20000      12009.60|      23.30000       14574.15
  OVERLAY BROKEN LINES                    |                            |                            |
0088 0002.60                1251.000  StaM|      15.00000      18765.00|      19.10000      23894.10|      23.30000       29148.30
  OVERLAY SOLID LINES                     |                            |                            |
0089 0030.90                          LUMP|   80000.00000      80000.00|   75000.00000      75000.00|  128600.00000      128600.00
  MOBILIZATION                            |                            |                            |
0090 2001.00                 394.000  m3  |       8.00000       3152.00|       8.50000       3349.00|       8.75000        3447.50
  GRAVEL SURFACE COURSE                   |                            |                            |
0091 2009.10                   2.920  StaM|     400.00000       1168.00|     450.00000       1314.00|     415.00000        1211.80
  GRAVEL EMBEDMENT                        |                            |                            |
0092 2010.00                 134.000  m3  |      34.00000       4556.00|      36.50000       4891.00|      35.50000        4757.00
  CRUSHED ROCK SURFACE COURSE             |                            |                            |
0093 2021.00                  28.000  EACH|      50.00000       1400.00|      50.00000       1400.00|      51.50000        1442.00
  MAILBOX POST                            |                            |                            |
0094 3020.30                 123.000  m2  |      35.00000       4305.00|      39.60000       4870.80|      37.75000        4643.25
  CONCRETE CLASS 47B-25 DRIVEWAY          |                            |                            |
0095 7502.04                 150.000  m   |       7.00000       1050.00|       7.60000       1140.00|       7.25000        1087.50
  100 mm WHITE PREFORMED PAVEMENT MARKING |                            |                            |
  TYPE 4                                  |                            |                            |
0096 7503.04                1175.000  m   |       7.00000       8225.00|       7.60000       8930.00|       7.25000        8518.75
  100 mm YELLOW PREFORMED PAVEMENT        |                            |                            |
  MARKING, TYPE 4                         |                            |                            |
0097 7509.04                 175.000  m   |      14.00000       2450.00|      15.15000       2651.25|      14.50000        2537.50
  300 mm YELLOW PREFORMED PAVEMENT        |                            |                            |
  MARKING, TYPE 4                         |                            |                            |
0098 7512.04                  20.000  m   |      28.00000        560.00|      30.25000        605.00|      29.00000         580.00
  600 mm WHITE PREFORMED PAVEMENT MARKING |                            |                            |
  TYPE 4                                  |                            |                            |
0099 8022.00                 593.000  Mg  |     102.00000      60486.00|     109.50000      64933.50|     105.00000       62265.00
  HYDRATED LIME                           |                            |                            |
0100 8110.50                 203.650  StaM|    1120.00000     228088.00|    1210.00000     246416.50|    1155.00000      235215.75
  HYDRATED LIME SLURRY STABILIZATION      |                            |                            |
0101 8111.00                 371.900  StaM|     150.00000      55785.00|     231.00000      85908.90|     258.00000       95950.20
  SHOULDER SUBGRADE PREPARATION           |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                                   DATE : 03/13/03
                                                                                                                   PAGE : F22 -17
                                                        TABULATION OF BIDS

     CALL ORDER   : F22                     CONTRACT ID : 8619                         COUNTIES : HOLT
     LETTING DATE : 03/13/03  1:30 PM       DISTRICT    : 8



====================================================================================================================================
                                          |(   4  ) 0477               |(   5   ) 2252              |(   6  ) 0574
                                          |WESTERN ENGINEERING COMPANY |PAULSEN, INC.               |CONSTRUCTORS, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0102 9000.75                 500.000  Mg  |      13.75000       6875.00|      14.25000       7125.00|      14.00000        7000.00
  ASPHALTIC CONCRETE FOR STATE            |                            |                            |
  MAINTENANCE PATCHING, TYPE SPS          |                            |                            |
0103 9005.00                 500.000  Mg  |      25.50000      12750.00|      25.15000      12575.00|      59.80000       29900.00
  ASPHALTIC CONCRETE FOR PATCHING, TYPE   |                            |                            |
  SP4(12.5)                               |                            |                            |
0104 9005.23               38550.000  Mg  |      16.25000     626437.50|      14.25000     549337.50|      14.00000      539700.00
  ASPHALTIC CONCRETE, TYPE SPS            |                            |                            |
0105 9005.45               53360.000  Mg  |      21.40000    1141904.00|      20.80000    1109888.00|      21.40000     1141904.00
  ASPHALTIC CONCRETE, TYPE SP4(12.5)      |                            |                            |
0106 9009.00                7233.000  m2  |       1.75000      12657.75|       2.05000      14827.65|       3.60000       26038.80
  PLACEMENT OF ASPHALTIC CONCRETE FOR     |                            |                            |
  DRIVEWAYS AND INTERSECTIONS             |                            |                            |
0107 9020.92                  27.000  Mg  |     232.00000       6264.00|     250.00000       6750.00|     231.25000        6243.75
  PERFORMANCE GRADED BINDER (58-28) FOR   |                            |                            |
  STATE MAINTENANCE PATCHING              |                            |                            |
0108 9021.03                2081.700  Mg  |     232.00000     482954.40|     250.00000     520425.00|     231.25000      481393.13
  PERFORMANCE GRADED BINDER (58-28)       |                            |                            |
0109 9021.08                2908.440  Mg  |     270.00000     785278.80|     285.75000     831086.73|     290.00000      843447.60
  PERFORMANCE GRADED BINDER (64-28)       |                            |                            |
0110 9052.15              601580.000  L   |       0.23000     138363.40|       0.25000     150395.00|       0.25000      150395.00
  EMULSIFIED ASPHALT FOR HYDRATED LIME    |                            |                            |
  SLURRY STABILIZATION                    |                            |                            |
0111 9053.00              168180.000  L   |       0.29000      48772.20|       0.24000      40363.20|       0.22000       36999.60
  TACK COAT                               |                            |                            |
0112 9111.00                2720.000  kL  |       2.00000       5440.00|       2.45000       6664.00|       2.05000        5576.00
  WATER                                   |                            |                            |
0113 9170.00                  71.630  StaM|     210.00000      15042.30|     150.00000      10744.50|     206.90000       14820.25
  EARTH SHOULDER CONSTRUCTION             |                            |                            |
0114 9173.20               20462.000  m2  |       1.30000      26600.60|       0.80000      16369.60|       1.05000       21485.10
  SUBGRADE PREPARATION                    |                            |                            |
0115 9300.52                  20.826  LS  |    3500.00000       3500.00|    4500.00000       4500.00|    8375.00000        8375.00
  ASPHALT PAVEMENT SMOOTHNESS TESTING I/D |                            |                            |
0116 W600.03                   7.000  EACH|     200.00000       1400.00|     275.00000       1925.00|     260.00000        1820.00
  ADJUST VALVE BOX TO GRADE               |                            |                            |
     SECTION TOTALS                       |             $  3,793,612.45|             $  3,820,289.83|              $  3,909,076.93
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005   GROUP 10 GENERAL ITEMS
                                          |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                                   DATE : 03/13/03
                                                                                                                   PAGE : F22 -18
                                                        TABULATION OF BIDS

     CALL ORDER   : F22                     CONTRACT ID : 8619                         COUNTIES : HOLT
     LETTING DATE : 03/13/03  1:30 PM       DISTRICT    : 8



====================================================================================================================================
                                          |(   4  ) 0477               |(   5   ) 2252              |(   6  ) 0574
                                          |WESTERN ENGINEERING COMPANY |PAULSEN, INC.               |CONSTRUCTORS, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0117 0001.08               83550.000  BDAY|       0.50000      41775.00|       0.50000      41775.00|       0.50000       41775.00
  BARRICADE, TYPE II                      |                            |                            |
0118 0001.10                8920.000  BDAY|       1.00000       8920.00|       3.65000      32558.00|       1.05000        9366.00
  BARRICADE, TYPE III                     |                            |                            |
0119 0001.75                3300.000  EACH|       1.00000       3300.00|       4.60000      15180.00|       1.05000        3465.00
  TEMPORARY SIGN DAY                      |                            |                            |
0120 0001.90               28577.000  EACH|       0.25000       7144.25|       0.60000      17146.20|       0.26000        7430.02
  SIGN DAY                                |                            |                            |
0121 0001.99                 280.000  EACH|       1.00000        280.00|       2.70000        756.00|       1.05000         294.00
  CONTRACTOR FURNISHED SIGN DAY           |                            |                            |
0122 0002.30                 750.000  m   |       2.00000       1500.00|       2.15000       1612.50|       2.05000        1537.50
  PAVEMENT MARKING REMOVAL                |                            |                            |
0123 0002.39                8250.000  m   |       2.50000      20625.00|       2.70000      22275.00|       2.60000       21450.00
  TEMPORARY PAVEMENT MARKING, TYPE II     |                            |                            |
0124 0002.47                1200.000  m   |       1.35000       1620.00|       1.50000       1800.00|       1.40000        1680.00
  TEMPORARY PAVEMENT MARKING SURFACE      |                            |                            |
  PREPARATION                             |                            |                            |
0125 0003.10                 160.000  DAY |     200.00000      32000.00|     170.00000      27200.00|     190.00000       30400.00
  FLAGGING                                |                            |                            |
0126 0003.20                  80.000  DAY |     295.00000      23600.00|     270.00000      21600.00|     250.00000       20000.00
  FURNISHING AND OPERATING PILOT VEHICLE  |                            |                            |
0127 0010.04                   1.000  EACH|    5000.00000       5000.00|    2750.00000       2750.00|    3500.00000        3500.00
  FIELD OFFICE                            |                            |                            |
0128 0030.00                          LUMP|    4500.00000       4500.00|    7000.00000       7000.00|    1000.00000        1000.00
  MOBILIZATION                            |                            |                            |
0129 9110.01                 200.000  HOUR|      65.00000      13000.00|      48.00000       9600.00|      56.00000       11200.00
  RENTAL OF LOADER, FULLY OPERATED        |                            |                            |
0130 9110.02                  40.000  HOUR|      65.00000       2600.00|      48.00000       1920.00|      71.75000        2870.00
  RENTAL OF MOTOR GRADER, FULLY OPERATED  |                            |                            |
0131 9110.03                 200.000  HOUR|      40.00000       8000.00|      42.00000       8400.00|      48.40000        9680.00
  RENTAL OF DUMP TRUCK, FULLY OPERATED    |                            |                            |
0132 9110.06                 160.000  HOUR|      55.00000       8800.00|      48.00000       7680.00|      56.00000        8960.00
  RENTAL OF BACKHOE, FULLY OPERATED       |                            |                            |
0133 9110.07                 200.000  HOUR|      35.00000       7000.00|      33.00000       6600.00|      36.50000        7300.00
  RENTAL OF SKID LOADER, FULLY OPERATED   |                            |                            |
     SECTION TOTALS                       |             $    189,664.25|             $    225,852.70|              $    181,907.52
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  5,517,604.78|             $  5,541,278.09|              $  5,701,636.37
====================================================================================================================================
                                                     NEBRASKA DEPARTMENT OF ROADS                                   DATE : 03/13/03
                                                                                                                   PAGE : F22 -19
                                                        TABULATION OF BIDS

     CALL ORDER   : F22                     CONTRACT ID : 8619                         COUNTIES : HOLT
     LETTING DATE : 03/13/03  1:30 PM       DISTRICT    : 8



====================================================================================================================================
                                          |(   7  ) 1661               |(   8   ) 0086              |(      )
                                          |U.S. ASPHALT CO.            |HENNINGSEN CONST., INC.     |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   GROUP 1 GRADING
                                          |                            |                            |
0001 0030.10                          LUMP|    8572.16000       8572.16|    8750.00000       8750.00|
  MOBILIZATION                            |                            |                            |
0002 1000.00                  10.000  EACH|     117.87000       1178.70|     110.00000       1100.00|
  LARGE TREE REMOVAL                      |                            |                            |
0003 1009.00                          LUMP|    9643.68000       9643.68|    9000.00000       9000.00|
  GENERAL CLEARING AND GRUBBING           |                            |                            |
0004 1010.00               69015.000  m3  |       1.35000      93170.25|       1.32000      91099.80|
  EXCAVATION                              |                            |                            |
0005 1010.01               12605.000  m3  |       2.36000      29747.80|       2.29000      28865.45|
  EXCAVATION (ESTABLISHED QUANTITY)       |                            |                            |
0006 1010.10              158029.000  m3  |       2.66000     420357.14|       2.55000     402973.95|
  EXCAVATION, BORROW                      |                            |                            |
0007 1010.50                 137.000  m3  |      16.07000       2201.59|      15.00000       2055.00|
  REMOVAL OF UNSUITABLE MATERIAL          |                            |                            |
0008 1011.00                5179.000  kL  |       1.61000       8338.19|       1.50000       7768.50|
  WATER                                   |                            |                            |
0009 1012.00                 520.000  EACH|      65.36000      33987.20|      61.00000      31720.00|
  RIGHT-OF-WAY MARKERS                    |                            |                            |
0010 1016.00                  23.000  EACH|     246.45000       5668.35|     230.00000       5290.00|
  RE-ESTABLISH PROPERTY CORNER            |                            |                            |
0011 1021.10                  90.000  EACH|      10.72000        964.80|      10.00000        900.00|
  REMOVE DELINEATOR UNITS                 |                            |                            |
0012 1040.00               36366.000  m2  |       0.11000       4000.26|       0.10000       3636.60|
  SLOPE PROTECTION                        |                            |                            |
0013 1040.05               22425.000  m2  |       0.06000       1345.50|       0.06000       1345.50|
  TEMPORARY SLOPE PROTECTION              |                            |                            |
0014 1040.06                  40.000  Mg  |      72.86000       2914.40|      68.00000       2720.00|
  SLOPE PROTECTION MULCH                  |                            |                            |
0015 1102.00               14070.000  m2  |       2.14000      30109.80|       1.93000      27155.10|
  REMOVE ASPHALT SURFACE                  |                            |                            |
0016 1106.00                4099.000  m2  |       2.14000       8771.86|       2.00000       8198.00|
  REMOVE DRIVEWAY                         |                            |                            |
0017 1143.00                  19.200  m   |      10.72000        205.82|      10.00000        192.00|
  REMOVE DRIVEWAY CULVERT PIPE            |                            |                            |
0018 1701.24                 340.000  m   |      53.58000      18217.20|      50.00000      17000.00|
  600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, |                            |                            |
  4,5,6,7 OR 8                            |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                                   DATE : 03/13/03
                                                                                                                   PAGE : F22 -20
                                                        TABULATION OF BIDS

     CALL ORDER   : F22                     CONTRACT ID : 8619                         COUNTIES : HOLT
     LETTING DATE : 03/13/03  1:30 PM       DISTRICT    : 8



====================================================================================================================================
                                          |(   7  ) 1661               |(   8   ) 0086              |(      )
                                          |U.S. ASPHALT CO.            |HENNINGSEN CONST., INC.     |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 1701.30                  12.000  m   |      71.79000        861.48|      67.00000        804.00|
  750 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, |                            |                            |
  4,5,6,7 OR 8                            |                            |                            |
0020 1702.24                  48.000  m   |      55.72000       2674.56|      52.00000       2496.00|
  600 mm DRIVEWAY CULVERT PIPE, TYPE 3,4  |                            |                            |
  OR 5                                    |                            |                            |
0021 1706.24                 249.000  m   |     165.01000      41087.49|     158.62000      39496.38|
  600 mm ROUND EQUIVALENT DRIVEWAY        |                            |                            |
  CULVERT PIPE, TYPE 2                    |                            |                            |
0022 2030.01                 137.000  m3  |       9.11000       1248.07|       8.50000       1164.50|
  AGGREGATE FOR SUB-SURFACE DRAINAGE      |                            |                            |
0023 3017.50                  91.000  m2  |      69.22000       6299.02|     120.00000      10920.00|
  INTERLOCKING CONCRETE PAVER BLOCK       |                            |                            |
0024 4040.00                   4.000  EACH|      53.58000        214.32|      50.00000        200.00|
  REMOVE HEADWALLS FROM CULVERTS          |                            |                            |
0025 4763.26                   1.000  EACH|     482.18000        482.18|     180.00000        180.00|
  UNDERDRAIN HEADWALL                     |                            |                            |
0026 4764.34                   3.000  m   |      56.25000        168.75|       9.00000         27.00|
  100 mm NONPERFORATED PIPE UNDERDRAIN    |                            |                            |
0027 4764.35                   9.000  m   |      56.25000        506.25|       9.50000         85.50|
  100 mm PERFORATED PIPE UNDERDRAIN       |                            |                            |
0028 L006.00                  42.000  ha  |     160.73000       6750.66|     300.00000      12600.00|
  COVER CROP SEEDING                      |                            |                            |
0029 L020.01                4002.000  m2  |       5.21000      20850.42|       5.10000      20410.20|
  EROSION CONTROL, TYPE A                 |                            |                            |
0030 L020.03               17562.000  m2  |       1.84000      32314.08|       1.81000      31787.22|
  EROSION CONTROL, TYPE C                 |                            |                            |

0031 L020.08                9654.000  m2  |       5.16000      49814.64|       5.06000      48849.24|
  EROSION CONTROL, TYPE AA                |                            |                            |
0032 L020.09                 285.000  m2  |      12.22000       3482.70|      11.40000       3249.00|
  EROSION CONTROL, TYPE AAA               |                            |                            |
0033 L020.20               36366.000  m2  |       0.17000       6182.22|       0.16000       5818.56|
  SLOPE PROTECTION NETTING                |                            |                            |
0034 L021.01                 266.000  BALE|      16.07000       4274.62|      15.00000       3990.00|
  EROSION CHECKS, TYPE A                  |                            |                            |
0035 L021.03                 721.000  BALE|      16.07000      11586.47|      15.00000      10815.00|
  EROSION CHECKS, TYPE C                  |                            |                            |
0036 L021.06                 126.000  BALE|      16.07000       2024.82|      15.00000       1890.00|
  EROSION CHECKS, TYPE HV                 |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                                   DATE : 03/13/03
                                                                                                                   PAGE : F22 -21
                                                        TABULATION OF BIDS

     CALL ORDER   : F22                     CONTRACT ID : 8619                         COUNTIES : HOLT
     LETTING DATE : 03/13/03  1:30 PM       DISTRICT    : 8



====================================================================================================================================
                                          |(   7  ) 1661               |(   8   ) 0086              |(      )
                                          |U.S. ASPHALT CO.            |HENNINGSEN CONST., INC.     |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0037 L021.21                 539.000  BALE|      16.61000       8952.79|      15.50000       8354.50|
  EROSION CHECKS, TYPE AA                 |                            |                            |
0038 L022.11                5459.000  m   |       6.43000      35101.37|       6.00000      32754.00|
  FABRIC SILT FENCE-LOW POROSITY          |                            |                            |
0039 L022.14                 250.000  m   |       6.43000       1607.50|       6.00000       1500.00|
  FABRIC SILT FENCE-LOW PROFILE LOW       |                            |                            |
  POROSITY                                |                            |                            |
0040 L022.25                  25.000  m   |       8.57000        214.25|       8.00000        200.00|
  FABRIC SILT FENCE, TYPE COIR FIBER      |                            |                            |
0041 L022.75                1176.050  m   |      10.72000      12607.26|      10.00000      11760.50|
  TEMPORARY SILT CHECK                    |                            |                            |
0042 P300.48                 124.000  m   |     107.15000      13286.60|     100.00000      12400.00|
  1200 mm CULVERT PIPE, TYPE 3,4 OR 5     |                            |                            |
     SECTION TOTALS                       |             $    941,987.22|             $    911,521.50|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002   GROUP 4 CULVERTS
                                          |                            |                            |
0043 0030.40                          LUMP|    5357.60000       5357.60|   34650.00000      34650.00|
  MOBILIZATION                            |                            |                            |
0044 1043.50                 697.000  m2  |       2.68000       1867.96|       3.00000       2091.00|
  RIPRAP FILTER FABRIC                    |                            |                            |
0045 4035.00                   6.000  EACH|     107.15000        642.90|     125.00000        750.00|
  REMOVE FLARED-END SECTION               |                            |                            |
0046 4040.00                  80.000  EACH|     107.15000       8572.00|     135.00000      10800.00|
  REMOVE HEADWALLS FROM CULVERTS          |                            |                            |
0047 4044.00                   1.000  EACH|    3750.32000       3750.32|    1350.00000       1350.00|
  PREPARATION OF STRUCTURE AT STA.        |                            |                            |
  10045+86.98                             |                            |                            |
0048 4044.01                   1.000  EACH|    3750.32000       3750.32|    1350.00000       1350.00|
  PREPARATION OF STRUCTURE AT STA.        |                            |                            |
  10089+87.47                             |                            |                            |
0049 4044.02                   1.000  EACH|    4821.84000       4821.84|    1350.00000       1350.00|
  PREPARATION OF STRUCTURE AT STA.        |                            |                            |
  10109+29.66                             |                            |                            |
0050 4044.03                   1.000  EACH|    2143.04000       2143.04|    1350.00000       1350.00|
  PREPARATION OF STRUCTURE AT STA.        |                            |                            |
  10130+83.99                             |                            |                            |
0051 4044.04                   1.000  EACH|    2143.04000       2143.04|    1350.00000       1350.00|
  PREPARATION OF STRUCTURE AT STA.        |                            |                            |
  10142+46.50                             |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                                   DATE : 03/13/03
                                                                                                                   PAGE : F22 -22
                                                        TABULATION OF BIDS

     CALL ORDER   : F22                     CONTRACT ID : 8619                         COUNTIES : HOLT
     LETTING DATE : 03/13/03  1:30 PM       DISTRICT    : 8



====================================================================================================================================
                                          |(   7  ) 1661               |(   8   ) 0086              |(      )
                                          |U.S. ASPHALT CO.            |HENNINGSEN CONST., INC.     |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0052 4044.05                   1.000  EACH|    2143.04000       2143.04|    1350.00000       1350.00|
  PREPARATION OF STRUCTURE AT STA.        |                            |                            |
  10143+68.96                             |                            |                            |
0053 4044.06                   1.000  EACH|    2143.04000       2143.04|    1350.00000       1350.00|
  PREPARATION OF STRUCTURE AT STA.        |                            |                            |
  10148+52.17                             |                            |                            |
0054 4044.07                   1.000  EACH|    2678.80000       2678.80|    1350.00000       1350.00|
  PREPARATION OF STRUCTURE AT STA.        |                            |                            |
  10205+55.25                             |                            |                            |
0055 4045.00                   1.000  EACH|    8036.40000       8036.40|    5000.00000       5000.00|
  REMOVE STRUCTURE AT STA. 10109+47.84    |                            |                            |
0056 4045.01                   1.000  EACH|    5357.60000       5357.60|    4500.00000       4500.00|
  REMOVE STRUCTURE AT STA. 10123+87.32    |                            |                            |
0057 4050.01                 916.000  m3  |      13.93000      12759.88|      22.00000      20152.00|
  EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS |                            |                            |
  AND HEADWALLS                           |                            |                            |
0058 4051.01                 475.000  m3  |      21.43000      10179.25|      22.00000      10450.00|
  EXCAVATION FOR BOX CULVERTS             |                            |                            |
0059 4101.06                 579.490  m3  |     348.24000     201801.60|     426.94000     247407.46|
  CLASS 47B-20 OR AX-20 CONCRETE FOR BOX  |                            |                            |
  CULVERT                                 |                            |                            |
0060 4151.00               34321.000  kg  |       1.54000      52854.34|       1.12000      38439.52|
  REINFORCING STEEL FOR BOX CULVERT       |                            |                            |
0061 4310.18                  10.000  EACH|     176.80000       1768.00|     140.00000       1400.00|
  450 mm FLARED-END SECTION               |                            |                            |
0062 4310.24                  54.000  EACH|     203.59000      10993.86|     180.00000       9720.00|
  600 mm FLARED-END SECTION               |                            |                            |
0063 4310.30                  12.000  EACH|     305.38000       3664.56|     222.00000       2664.00|
  750 mm FLARED-END SECTION               |                            |                            |
0064 4310.36                   4.000  EACH|     391.10000       1564.40|     310.00000       1240.00|
  900 mm FLARED-END SECTION               |                            |                            |
0065 4310.42                   8.000  EACH|     760.78000       6086.24|     637.00000       5096.00|
  1050 mm FLARED-END SECTION              |                            |                            |
0066 4310.54                   4.000  EACH|     916.15000       3664.60|     800.00000       3200.00|
  1350 mm FLARED-END SECTION              |                            |                            |
0067 4320.24                   4.000  EACH|     192.87000        771.48|     735.00000       2940.00|
  600 mm ROUND EQUIVALENT FLARED-END      |                            |                            |
  SECTION                                 |                            |                            |
0068 6105.01                  97.000  Mg  |      49.29000       4781.13|      58.50000       5674.50|
  ROCK RIPRAP, TYPE A                     |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                                   DATE : 03/13/03
                                                                                                                   PAGE : F22 -23
                                                        TABULATION OF BIDS


     CALL ORDER   : F22                     CONTRACT ID : 8619                         COUNTIES : HOLT
     LETTING DATE : 03/13/03  1:30 PM       DISTRICT    : 8



====================================================================================================================================
                                          |(   7  ) 1661               |(   8   ) 0086              |(      )
                                          |U.S. ASPHALT CO.            |HENNINGSEN CONST., INC.     |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0069 6105.02                 350.000  Mg  |      49.29000      17251.50|      58.50000      20475.00|
  ROCK RIPRAP, TYPE B                     |                            |                            |
0070 6105.03                 167.000  Mg  |      49.29000       8231.43|      58.50000       9769.50|
  ROCK RIPRAP, TYPE C                     |                            |                            |
0071 P127.24                  28.500  m   |     189.66000       5405.31|     227.00000       6469.50|
  600 mm ROUND EQUIVALENT CULVERT PIPE,   |                            |                            |
  TYPE 2                                  |                            |                            |
0072 P300.18                  57.000  m   |      57.86000       3298.02|      96.00000       5472.00|
  450 mm CULVERT PIPE, TYPE 3,4 OR 5      |                            |                            |
0073 P300.24                 267.200  m   |      65.36000      17464.19|     105.00000      28056.00|
  600 mm CULVERT PIPE, TYPE 3,4 OR 5      |                            |                            |
0074 P300.30                  52.000  m   |      80.36000       4178.72|     120.00000       6240.00|
  750 mm CULVERT PIPE, TYPE 3,4 OR 5      |                            |                            |
0075 P300.36                  32.400  m   |     109.30000       3541.32|     128.00000       4147.20|
  900 mm CULVERT PIPE, TYPE 3,4 OR 5      |                            |                            |
0076 P300.42                  63.700  m   |     136.08000       8668.30|     158.00000      10064.60|
  1050 mm CULVERT PIPE, TYPE 3,4 OR 5     |                            |                            |
0077 P300.54                  31.900  m   |     160.73000       5127.29|     183.50000       5853.65|
  1350 mm CULVERT PIPE, TYPE 3,4 OR 5     |                            |                            |
0078 P400.24                  79.000  m   |      83.58000       6602.82|     123.00000       9717.00|
  600 mm CULVERT PIPE, TYPE 2,5,7 OR 8    |                            |                            |
0079 P400.30                  13.000  m   |     108.22000       1406.86|     150.00000       1950.00|
  750 mm CULVERT PIPE, TYPE 2,5,7 OR 8    |                            |                            |
0080 P402.24                  96.100  m   |      65.36000       6281.10|     105.00000      10090.50|
  600 mm CULVERT PIPE, TYPE 3,4,5 OR 6    |                            |                            |
0081 P402.30                  30.000  m   |      79.29000       2378.70|     120.00000       3600.00|
  750 mm CULVERT PIPE, TYPE 3,4,5 OR 6    |                            |                            |
     SECTION TOTALS                       |             $    454,132.80|             $    538,879.43|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003   GROUP 5 SEEDING
                                          |                            |                            |
0082 0030.50                          LUMP|     803.64000        803.64|     500.00000        500.00|
  MOBILIZATION                            |                            |                            |
0083 L001.01                  27.000  ha  |    1337.26000      36106.02|    1248.00000      33696.00|
  SEEDING, TYPE A                         |                            |                            |
0084 L001.02                  15.000  ha  |     894.72000      13420.80|     835.00000      12525.00|
  SEEDING, TYPE B                         |                            |                            |
0085 L010.00                2203.000  m2  |       5.36000      11808.08|       5.00000      11015.00|
  SODDING                                 |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                                   DATE : 03/13/03
                                                                                                                   PAGE : F22 -24
                                                        TABULATION OF BIDS

     CALL ORDER   : F22                     CONTRACT ID : 8619                         COUNTIES : HOLT
     LETTING DATE : 03/13/03  1:30 PM       DISTRICT    : 8



====================================================================================================================================
                                          |(   7  ) 1661               |(   8   ) 0086              |(      )
                                          |U.S. ASPHALT CO.            |HENNINGSEN CONST., INC.     |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0086 L032.75                 189.000  Mg  |      72.86000      13770.54|      68.00000      12852.00|
  MULCH                                   |                            |                            |
     SECTION TOTALS                       |             $     75,909.08|             $     70,588.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004   GROUP 9 BITUMINOUS
                                          |                            |                            |
0087 0002.55                 625.500  StaM|      27.86000      17426.43|      22.50000      14073.75|
  OVERLAY BROKEN LINES                    |                            |                            |
0088 0002.60                1251.000  StaM|      27.86000      34852.86|      22.50000      28147.50|
  OVERLAY SOLID LINES                     |                            |                            |
0089 0030.90                          LUMP|  122780.48000     122780.48|   75000.00000      75000.00|
  MOBILIZATION                            |                            |                            |
0090 2001.00                 394.000  m3  |      36.22000      14270.68|       7.80000       3073.20|
  GRAVEL SURFACE COURSE                   |                            |                            |
0091 2009.10                   2.920  StaM|     428.61000       1251.54|     400.00000       1168.00|
  GRAVEL EMBEDMENT                        |                            |                            |
0092 2010.00                 134.000  m3  |      42.04000       5633.36|      33.80000       4529.20|
  CRUSHED ROCK SURFACE COURSE             |                            |                            |
0093 2021.00                  28.000  EACH|      48.22000       1350.16|      50.00000       1400.00|
  MAILBOX POST                            |                            |                            |
0094 3020.30                 123.000  m2  |      39.27000       4830.21|      35.00000       4305.00|
  CONCRETE CLASS 47B-25 DRIVEWAY          |                            |                            |
0095 7502.04                 150.000  m   |       8.09000       1213.50|       7.00000       1050.00|
  100 mm WHITE PREFORMED PAVEMENT MARKING |                            |                            |
  TYPE 4                                  |                            |                            |
0096 7503.04                1175.000  m   |       8.30000       9752.50|       7.00000       8225.00|
  100 mm YELLOW PREFORMED PAVEMENT        |                            |                            |
  MARKING, TYPE 4                         |                            |                            |
0097 7509.04                 175.000  m   |      28.13000       4922.75|      14.00000       2450.00|
  300 mm YELLOW PREFORMED PAVEMENT        |                            |                            |
  MARKING, TYPE 4                         |                            |                            |
0098 7512.04                  20.000  m   |      50.09000       1001.80|      28.00000        560.00|
  600 mm WHITE PREFORMED PAVEMENT MARKING |                            |                            |
  TYPE 4                                  |                            |                            |
0099 8022.00                 593.000  Mg  |     108.44000      64304.92|     101.20000      60011.60|
  HYDRATED LIME                           |                            |                            |
0100 8110.50                 203.650  StaM|    1358.69000     276697.22|    1268.00000     258228.20|
  HYDRATED LIME SLURRY STABILIZATION      |                            |                            |
0101 8111.00                 371.900  StaM|     113.36000      42158.58|     343.00000     127561.70|
  SHOULDER SUBGRADE PREPARATION           |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                                   DATE : 03/13/03
                                                                                                                   PAGE : F22 -25
                                                        TABULATION OF BIDS

     CALL ORDER   : F22                     CONTRACT ID : 8619                         COUNTIES : HOLT
     LETTING DATE : 03/13/03  1:30 PM       DISTRICT    : 8



====================================================================================================================================
                                          |(   7  ) 1661               |(   8   ) 0086              |(      )
                                          |U.S. ASPHALT CO.            |HENNINGSEN CONST., INC.     |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0102 9000.75                 500.000  Mg  |      18.67000       9335.00|      20.00000      10000.00|
  ASPHALTIC CONCRETE FOR STATE            |                            |                            |
  MAINTENANCE PATCHING, TYPE SPS          |                            |                            |
0103 9005.00                 500.000  Mg  |      40.57000      20285.00|      45.00000      22500.00|
  ASPHALTIC CONCRETE FOR PATCHING, TYPE   |                            |                            |
  SP4(12.5)                               |                            |                            |
0104 9005.23               38550.000  Mg  |      17.09000     658819.50|      16.71000     644170.50|
  ASPHALTIC CONCRETE, TYPE SPS            |                            |                            |
0105 9005.45               53360.000  Mg  |      22.51000    1201133.60|      24.89000    1328130.40|
  ASPHALTIC CONCRETE, TYPE SP4(12.5)      |                            |                            |
0106 9009.00                7233.000  m2  |       4.07000      29438.31|       1.74000      12585.42|
  PLACEMENT OF ASPHALTIC CONCRETE FOR     |                            |                            |
  DRIVEWAYS AND INTERSECTIONS             |                            |                            |
0107 9020.92                  27.000  Mg  |     236.40000       6382.80|     234.00000       6318.00|
  PERFORMANCE GRADED BINDER (58-28) FOR   |                            |                            |
  STATE MAINTENANCE PATCHING              |                            |                            |
0108 9021.03                2081.700  Mg  |     236.40000     492113.88|     234.00000     487117.80|
  PERFORMANCE GRADED BINDER (58-28)       |                            |                            |
0109 9021.08                2908.440  Mg  |     270.26000     786034.99|     267.00000     776553.48|
  PERFORMANCE GRADED BINDER (64-28)       |                            |                            |
0110 9052.15              601580.000  L   |       0.25000     150395.00|       0.23000     138363.40|
  EMULSIFIED ASPHALT FOR HYDRATED LIME    |                            |                            |
  SLURRY STABILIZATION                    |                            |                            |
0111 9053.00              168180.000  L   |       0.22000      36999.60|       0.25000      42045.00|
  TACK COAT                               |                            |                            |
0112 9111.00                2720.000  kL  |       2.83000       7697.60|       2.00000       5440.00|
  WATER                                   |                            |                            |
0113 9170.00                  71.630  StaM|     214.30000      15350.31|     200.00000      14326.00|
  EARTH SHOULDER CONSTRUCTION             |                            |                            |
0114 9173.20               20462.000  m2  |       1.07000      21894.34|       0.75000      15346.50|
  SUBGRADE PREPARATION                    |                            |                            |
0115 9300.52                  20.826  LS  |    5357.60000       5357.60|    4500.00000       4500.00|
  ASPHALT PAVEMENT SMOOTHNESS TESTING I/D |                            |                            |
0116 W600.03                   7.000  EACH|     428.61000       3000.27|     200.00000       1400.00|
  ADJUST VALVE BOX TO GRADE               |                            |                            |
     SECTION TOTALS                       |             $  4,046,684.79|             $  4,098,579.65|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005   GROUP 10 GENERAL ITEMS
                                          |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                                   DATE : 03/13/03
                                                                                                                   PAGE : F22 -26
                                                        TABULATION OF BIDS

     CALL ORDER   : F22                     CONTRACT ID : 8619                         COUNTIES : HOLT
     LETTING DATE : 03/13/03  1:30 PM       DISTRICT    : 8



====================================================================================================================================
                                          |(   7  ) 1661               |(   8   ) 0086              |(      )
                                          |U.S. ASPHALT CO.            |HENNINGSEN CONST., INC.     |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0117 0001.08               83550.000  BDAY|       0.50000      41775.00|       0.50000      41775.00|
  BARRICADE, TYPE II                      |                            |                            |
0118 0001.10                8920.000  BDAY|       1.29000      11506.80|       1.00000       8920.00|
  BARRICADE, TYPE III                     |                            |                            |
0119 0001.75                3300.000  EACH|       1.07000       3531.00|       1.00000       3300.00|
  TEMPORARY SIGN DAY                      |                            |                            |
0120 0001.90               28577.000  EACH|       0.54000      15431.58|       0.25000       7144.25|
  SIGN DAY                                |                            |                            |
0121 0001.99                 280.000  EACH|       1.07000        299.60|       1.00000        280.00|
  CONTRACTOR FURNISHED SIGN DAY           |                            |                            |
0122 0002.30                 750.000  m   |       1.76000       1320.00|       2.00000       1500.00|
  PAVEMENT MARKING REMOVAL                |                            |                            |
0123 0002.39                8250.000  m   |       3.00000      24750.00|       2.50000      20625.00|
  TEMPORARY PAVEMENT MARKING, TYPE II     |                            |                            |
0124 0002.47                1200.000  m   |       2.68000       3216.00|       1.35000       1620.00|
  TEMPORARY PAVEMENT MARKING SURFACE      |                            |                            |
  PREPARATION                             |                            |                            |
0125 0003.10                 160.000  DAY |     178.96000      28633.60|     225.00000      36000.00|
  FLAGGING                                |                            |                            |
0126 0003.20                  80.000  DAY |     239.52000      19161.60|     325.00000      26000.00|
  FURNISHING AND OPERATING PILOT VEHICLE  |                            |                            |
0127 0010.04                   1.000  EACH|    2567.89000       2567.89|    3500.00000       3500.00|
  FIELD OFFICE                            |                            |                            |
0128 0030.00                          LUMP|   38670.27000      38670.27|   60000.00000      60000.00|
  MOBILIZATION                            |                            |                            |
0129 9110.01                 200.000  HOUR|      51.09000      10218.00|      45.00000       9000.00|
  RENTAL OF LOADER, FULLY OPERATED        |                            |                            |
0130 9110.02                  40.000  HOUR|      45.29000       1811.60|      90.00000       3600.00|
  RENTAL OF MOTOR GRADER, FULLY OPERATED  |                            |                            |
0131 9110.03                 200.000  HOUR|      40.69000       8138.00|      45.00000       9000.00|
  RENTAL OF DUMP TRUCK, FULLY OPERATED    |                            |                            |
0132 9110.06                 160.000  HOUR|      48.04000       7686.40|      45.00000       7200.00|
  RENTAL OF BACKHOE, FULLY OPERATED       |                            |                            |
0133 9110.07                 200.000  HOUR|      34.92000       6984.00|      45.00000       9000.00|
  RENTAL OF SKID LOADER, FULLY OPERATED   |                            |                            |
     SECTION TOTALS                       |             $    225,701.34|             $    248,464.25|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  5,744,415.23|             $  5,868,032.83|              $
====================================================================================================================================  COVER CROP SEEDING                      |                            |                            |
     SECTION TOTALS                       |             $    113,250.76|             $    114,952.48|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    113,250.76|             $    114,952.48|              $
====================================================================================================================================

 

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