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Contract Letting September 20, 2001

                                                    NEBRASKA DEPARTMENT OF ROADS                              DATE : 09/21/01
                                                                                                             PAGE : 2
                                                          VENDOR RANKING
     CALL ORDER   : N12                     CONTRACT ID : 6860                         COUNTIES : LINCOLN
     LETTING DATE : 09/20/01                DISTRICT    : 6
                                                                                           PROJECT(S) : F-30-2(1018)
     CONTRACT DESCRIPTION :     US-30, MAXWELL - BRADY

  --------------------------------------------------------------------------------------------------------------------------
      VENDOR NO.           BID NOTES
  --------------------------------------------------------------------------------------------------------------------------
        1661               THE TOTAL AMOUNT OF WORK WHICH WILL BE ACCEPTED IN THIS
        1661               LETTING IS LIMITED TO $10,500,000.

  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   0477           WESTERN ENGINEERING COMPANY, INC.                                      $  3,389,572.84     100.0000%
   2   2252           PAULSEN, INC.                                                          $  3,542,256.26     104.5045%
   3   1661           U.S. ASPHALT CO.                                                       $  3,808,881.45     112.3705%
   4   2853           SIMON CONTRACTORS AND SUBSIDIARIES                                     $  3,932,980.13     116.0317%
                                                    NEBRASKA DEPARTMENT OF ROADS                              DATE : 09/21/01
                                                                                                             PAGE : 3
                                                        TABULATION OF BIDS
     CALL ORDER   : N12                    CONTRACT ID : 6860                        COUNTIES : LINCOLN
     LETTING DATE : 09/20/01  1:30 PM       DISTRICT    : 6
                                                                                     PROJECT(S) : F-30-2(1018)



====================================================================================================================================
                                          |(1) 0477                    |(2) 2252                    |(3) 1661
                                          |WESTERN ENGINEERING COMPANY,|PAULSEN, INC.               |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   GROUP 1 GRADING
                                          |                            |                            |
0001 L006.00                  22.000  ha  |     200.00000       4400.00|     210.00000       4620.00|     205.32000        4517.04
  COVER CROP SEEDING                      |                            |                            |
0002 L020.00                1710.000  m2  |       3.50000       5985.00|       1.65000       2821.50|       1.60000        2736.00
  EROSION CONTROL                         |                            |                            |
0003 L022.25                1037.000  m   |      20.00000      20740.00|      11.00000      11407.00|      10.73000       11127.01
  FABRIC SILT FENCE, TYPE COIR FIBER      |                            |                            |
0004 0030.10                          LUMP|   10700.00000      10700.00|   53500.00000      53500.00|   48775.18000       48775.18
  MOBILIZATION                            |                            |                            |
0005 1000.00                   9.000  EACH|     625.00000       5625.00|     151.00000       1359.00|     148.30000        1334.70
  LARGE TREE REMOVAL                      |                            |                            |
0006 1009.00                          LUMP|    7000.00000       7000.00|   22700.00000      22700.00|   22244.51000       22244.51
  GENERAL CLEARING AND GRUBBING           |                            |                            |
0007 1010.00               58956.000  m3  |       3.15000     185711.40|       5.08000     299496.48|       4.98000      293600.88
  EXCAVATION                              |                            |                            |
0008 1010.10               42359.000  m3  |       7.50000     317692.50|       4.94000     209253.46|       4.84000      205017.56
  EXCAVATION, BORROW                      |                            |                            |
0009 1011.00                7599.000  kL  |       2.00000      15198.00|       2.82000      21429.18|       2.76000       20973.24
  WATER                                   |                            |                            |
0010 1021.10                  11.000  EACH|       2.50000         27.50|      23.00000        253.00|      22.63000         248.93
  REMOVE DELINEATOR UNITS                 |                            |                            |
0011 1041.00               51300.000  m2  |       0.55000      28215.00|       0.30000      15390.00|       0.30000       15390.00
  SALVAGING AND PLACING TOPSOIL           |                            |                            |
0012 1042.00                9955.000  m2  |       0.85000       8461.75|       0.47000       4678.85|       0.47000        4678.85
  SALVAGING AND PLACING HYDRIC SOIL       |                            |                            |
0013 1043.50                2621.000  m2  |       2.30000       6028.30|       5.40000      14153.40|       5.30000       13891.30
  RIPRAP FILTER FABRIC                    |                            |                            |
0014 1101.00                2545.000  m2  |       3.50000       8907.50|       4.50000      11452.50|       4.38000       11147.10
  REMOVE PAVEMENT                         |                            |                            |
0015 1102.00               10527.000  m2  |       3.50000      36844.50|       4.80000      50529.60|       4.69000       49371.63
  REMOVE ASPHALT SURFACE                  |                            |                            |
0016 1106.00                2691.000  m2  |       3.50000       9418.50|       4.90000      13185.90|       4.78000       12862.98
  REMOVE DRIVEWAY                         |                            |                            |
0017 1107.00                 533.000  m2  |       2.00000       1066.00|       3.50000       1865.50|       3.40000        1812.20
  REMOVE WALK                             |                            |                            |
0018 1705.42                  30.000  m   |     190.00000       5700.00|     160.15000       4804.50|     156.96000        4708.80
  1050 mm ROUND EQUIVALENT DRIVEWAY       |                            |                            |
  CULVERT PIPE, TYPE 2,3,4 OR 5           |                            |                            |
0019 6104.00                  68.000  Mg  |       9.65000        656.20|       8.60000        584.80|       8.37000         569.16
  BROKEN CONCRETE RIPRAP                  |                            |                            |
                                                    NEBRASKA DEPARTMENT OF ROADS                              DATE : 09/21/01
                                                                                                             PAGE : 4
                                                        TABULATION OF BIDS
     CALL ORDER   : N12                    CONTRACT ID : 6860                        COUNTIES : LINCOLN
     LETTING DATE : 09/20/01  1:30 PM       DISTRICT    : 6
                                                                                     PROJECT(S) : F-30-2(1018)



====================================================================================================================================
                                          |(1) 0477                    |(2) 2252                    |(3) 1661
                                          |WESTERN ENGINEERING COMPANY,|PAULSEN, INC.               |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 6105.02                1845.000  Mg  |      49.00000      90405.00|      63.30000     116788.50|      62.00000      114390.00
  ROCK RIPRAP, TYPE B                     |                            |                            |
0021 7017.00                  31.400  m   |      11.00000        345.40|       8.85000        277.89|       8.63000         270.98
  REMOVE GUARDRAIL                        |                            |                            |
0022 9110.09                  15.000  HOUR|      70.00000       1050.00|     125.00000       1875.00|     122.82000        1842.30
  RENTAL OF TRACTOR AND SCRAPER, FULLY    |                            |                            |
  OPERATED                                |                            |                            |
     SECTION TOTALS                       |             $    770,177.55|             $    862,426.06|                $    841,510.35
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002   GROUP 4 CULVERTS
                                          |                            |                            |
0023 P300.36                  34.800  m   |      99.00000       3445.20|      98.40000       3424.32|      96.46000        3356.81
  900 mm CULVERT PIPE, TYPE 3,4 OR 5      |                            |                            |
0024 P372.36                  69.500  m   |     116.00000       8062.00|     115.00000       7992.50|     112.70000        7832.65
  900 mm ROUND EQUIVALENT CULVERT PIPE,   |                            |                            |
  TYPE 2,4 OR 5                           |                            |                            |
0025 P500.24                  14.500  m   |      67.00000        971.50|      65.60000        951.20|      64.30000         932.35
  600 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8  |                            |                            |
0026 P500.36                  43.300  m   |      99.00000       4286.70|      98.40000       4260.72|      96.46000        4176.72
  900 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8  |                            |                            |
0027 0030.40                          LUMP|    2500.00000       2500.00|    3500.00000       3500.00|    2450.23000        2450.23
  MOBILIZATION                            |                            |                            |
0028 4035.00                   2.000  EACH|     100.00000        200.00|     100.00000        200.00|      98.01000         196.02
  REMOVE FLARED-END SECTION               |                            |                            |
0029 4040.00                   5.000  EACH|     100.00000        500.00|     100.00000        500.00|      98.01000         490.05
  REMOVE HEADWALLS FROM CULVERTS          |                            |                            |
0030 4044.00                   1.000  EACH|    1525.00000       1525.00|    1500.00000       1500.00|    1470.14000        1470.14
  PREPARATION OF STRUCTURE AT STA.        |                            |                            |
  23+74.65                                |                            |                            |
0031 4044.01                   1.000  EACH|    2525.00000       2525.00|    2500.00000       2500.00|    2450.23000        2450.23
  PREPARATION OF STRUCTURE AT STA. 68+22.8|                            |                            |
0032 4044.02                   1.000  EACH|    2525.00000       2525.00|    2500.00000       2500.00|    2450.23000        2450.23
  PREPARATION OF STRUCTURE AT STA. 94+21.7|                            |                            |
0033 4045.00                   1.000  EACH|    3025.00000       3025.00|    3000.00000       3000.00|    2940.27000        2940.27
  REMOVE STRUCTURE AT STA. 16+38.2-10.4 m |                            |                            |
  RT.                                     |                            |                            |
0034 4045.01                   1.000  EACH|    3025.00000       3025.00|    3000.00000       3000.00|    2940.27000        2940.27
  REMOVE STRUCTURE AT STA. 57+64.5-14.1 m |                            |                            |
  LT.                                     |                            |                            |
0035 4045.02                   1.000  EACH|    3025.00000       3025.00|    3000.00000       3000.00|    2940.27000        2940.27
  REMOVE STRUCTURE AT STA. 74+70.18       |                            |                            |
                                                    NEBRASKA DEPARTMENT OF ROADS                              DATE : 09/21/01
                                                                                                             PAGE : 5
                                                        TABULATION OF BIDS
     CALL ORDER   : N12                    CONTRACT ID : 6860                        COUNTIES : LINCOLN
     LETTING DATE : 09/20/01  1:30 PM       DISTRICT    : 6
                                                                                     PROJECT(S) : F-30-2(1018)



====================================================================================================================================
                                          |(1) 0477                    |(2) 2252                    |(3) 1661
                                          |WESTERN ENGINEERING COMPANY,|PAULSEN, INC.               |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0036 4045.03                   1.000  EACH|    3025.00000       3025.00|    3000.00000       3000.00|    2940.27000        2940.27
  REMOVE STRUCTURE AT STA. 92+21.3        |                            |                            |
0037 4050.01                 455.000  m3  |      20.00000       9100.00|      20.00000       9100.00|      19.61000        8922.55
  EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,|                            |                            |
   AND HEADWALLS                          |                            |                            |
0038 4051.01                 205.000  m3  |      20.00000       4100.00|      20.00000       4100.00|      19.61000        4020.05
  EXCAVATION FOR BOX CULVERTS             |                            |                            |
0039 4101.06                 200.940  m3  |     330.00000      66310.20|     325.00000      65305.50|     318.53000       64005.42
  CLASS 47B-20 OR AX-20 CONCRETE FOR BOX  |                            |                            |
  CULVERT                                 |                            |                            |
0040 4151.00               11578.000  kg  |       1.65000      19103.70|       1.65000      19103.70|       1.62000       18756.36
  REINFORCING STEEL FOR BOX CULVERT       |                            |                            |
0041 4310.24                   2.000  EACH|     180.00000        360.00|     180.00000        360.00|     176.42000         352.84
  600 mm FLARED-END SECTION               |                            |                            |
0042 4310.36                   6.000  EACH|     255.00000       1530.00|     250.00000       1500.00|     245.02000        1470.12
  900 mm FLARED-END SECTION               |                            |                            |
0043 4320.36                   8.000  EACH|     255.00000       2040.00|     250.00000       2000.00|     245.02000        1960.16
  900 mm ROUND EQUIVALENT FLARED-END      |                            |                            |
  SECTION                                 |                            |                            |
     SECTION TOTALS                       |             $    141,184.30|             $    140,797.94|                $    137,054.01
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003   GROUP 4A CULVERT AT STA. 129+56.4
               TWIN 3.67 m X 1.80 m REINFORCED CONCRETE BOX CULVERT
                                          |                            |                            |
0044 0030.40                          LUMP|    5250.00000       5250.00|    5500.00000       5500.00|    4900.45000        4900.45
  MOBILIZATION                            |                            |                            |
0045 4044.03                   1.000  EACH|    4500.00000       4500.00|    4500.00000       4500.00|    4410.41000        4410.41
  PREPARATION OF STRUCTURE AT STA.        |                            |                            |
  129+56.4                                |                            |                            |
0046 4051.01                  37.000  m3  |      20.00000        740.00|      20.00000        740.00|      19.61000         725.57
  EXCAVATION FOR BOX CULVERTS             |                            |                            |
0047 4101.06                  80.700  m3  |     330.00000      26631.00|     325.00000      26227.50|     318.53000       25705.37
  CLASS 47B-20 OR AX-20 CONCRETE FOR BOX  |                            |                            |
  CULVERT                                 |                            |                            |
0048 4151.00                5420.000  kg  |       1.50000       8130.00|       1.50000       8130.00|       1.47000        7967.40
  REINFORCING STEEL FOR BOX CULVERT       |                            |                            |
     SECTION TOTALS                       |             $     45,251.00|             $     45,097.50|                $     43,709.20
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004   GROUP 5 SEEDING
                                          |                            |                            |
                                                    NEBRASKA DEPARTMENT OF ROADS                              DATE : 09/21/01
                                                                                                             PAGE : 6
                                                        TABULATION OF BIDS
     CALL ORDER   : N12                    CONTRACT ID : 6860                        COUNTIES : LINCOLN
     LETTING DATE : 09/20/01  1:30 PM       DISTRICT    : 6
                                                                                     PROJECT(S) : F-30-2(1018)



====================================================================================================================================
                                          |(1) 0477                    |(2) 2252                    |(3) 1661
                                          |WESTERN ENGINEERING COMPANY,|PAULSEN, INC.               |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0049 L001.01                   9.000  ha  |    1300.00000      11700.00|    1500.00000      13500.00|    1463.28000       13169.52
  SEEDING, TYPE A                         |                            |                            |
0050 L001.02                  13.000  ha  |    1000.00000      13000.00|    1250.00000      16250.00|    1188.84000       15454.92
  SEEDING, TYPE B                         |                            |                            |
0051 L001.18                   2.040  ha  |    1450.00000       2958.00|    2250.00000       4590.00|    2198.61000        4485.16
  SEEDING, TYPE WETLAND-HIGH              |                            |                            |
0052 L001.19                   3.100  ha  |    2035.00000       6308.50|    2850.00000       8835.00|    2785.41000        8634.77
  SEEDING, TYPE WETLAND-LOW               |                            |                            |
0053 L032.75                  99.000  Mg  |      85.00000       8415.00|      80.00000       7920.00|      78.41000        7762.59
  MULCH                                   |                            |                            |
0054 0030.50                          LUMP|    1600.00000       1600.00|    1100.00000       1100.00|    1078.10000        1078.10
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $     43,981.50|             $     52,195.00|                $     50,585.06
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005   GROUP 9 BITUMINOUS
                                          |                            |                            |
0055 L010.00                5683.000  m2  |       6.10000      34666.30|       7.50000      42622.50|       3.18000       18071.94
  SODDING                                 |                            |                            |
0056 W600.03                   9.000  EACH|     230.00000       2070.00|     275.00000       2475.00|     245.02000        2205.18
  ADJUST VALVE BOX TO GRADE               |                            |                            |
0057 W600.16                  11.000  EACH|     250.00000       2750.00|     275.00000       3025.00|     245.02000        2695.22
  ADJUST METER PIT TO GRADE               |                            |                            |
0058 W600.21                   2.000  EACH|    1200.00000       2400.00|    1325.00000       2650.00|    1176.11000        2352.22
  ADJUST FIRE HYDRANT TO GRADE            |                            |                            |
0059 0030.90                          LUMP|   40000.00000      40000.00|   41500.00000      41500.00|   72868.42000       72868.42
  MOBILIZATION                            |                            |                            |
0060 2001.00                 365.000  m3  |      12.00000       4380.00|      16.25000       5931.25|      34.80000       12702.00
  GRAVEL SURFACE COURSE                   |                            |                            |
0061 2021.00                   4.000  EACH|      50.00000        200.00|      45.00000        180.00|      49.00000         196.00
  MAILBOX POST                            |                            |                            |
0062 3008.05                  24.000  EACH|      35.00000        840.00|      38.50000        924.00|      34.30000         823.20
  TIE BARS                                |                            |                            |
0063 3013.07                 383.600  m   |      75.50000      28961.80|      82.50000      31647.00|      73.49000       28190.76
  CONCRETE CLASS 47B-25 BARRIER CURB,     |                            |                            |
  TYPE I                                  |                            |                            |
0064 3016.21                 540.000  m2  |      31.25000      16875.00|      34.10000      18414.00|      30.38000       16405.20
  CONCRETE CLASS 47B-20 SIDEWALKS         |                            |                            |
0065 3031.14                 141.000  m2  |     152.00000      21432.00|     165.00000      23265.00|     147.01000       20728.41
  205 mm CONCRETE BASE COURSE CLASS PR-25 |                            |                            |
0066 3040.11                   3.600  m2  |     152.00000        547.20|     165.00000        594.00|     147.01000         529.24
  CONCRETE PAVEMENT REPAIR, TYPE A, FULL  |                            |                            |
  DEPTH                                   |                            |                            |
                                                    NEBRASKA DEPARTMENT OF ROADS                              DATE : 09/21/01
                                                                                                             PAGE : 7
                                                        TABULATION OF BIDS
     CALL ORDER   : N12                    CONTRACT ID : 6860                        COUNTIES : LINCOLN
     LETTING DATE : 09/20/01  1:30 PM       DISTRICT    : 6
                                                                                     PROJECT(S) : F-30-2(1018)



====================================================================================================================================
                                          |(1) 0477                    |(2) 2252                    |(3) 1661
                                          |WESTERN ENGINEERING COMPANY,|PAULSEN, INC.               |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0067 3040.12                  34.500  m2  |     152.00000       5244.00|     165.00000       5692.50|     147.01000        5071.85
  CONCRETE PAVEMENT REPAIR, TYPE B, FULL  |                            |                            |
  DEPTH                                   |                            |                            |
0068 3040.13                  34.000  m2  |     152.00000       5168.00|     165.00000       5610.00|     147.01000        4998.34
  CONCRETE PAVEMENT REPAIR, TYPE C, FULL  |                            |                            |
  DEPTH                                   |                            |                            |
0069 3221.05                 147.400  m2  |     152.00000      22404.80|     165.00000      24321.00|     147.01000       21669.27
  CONCRETE PAVEMENT, CLASS PR-25 JOINT    |                            |                            |
  REPAIR                                  |                            |                            |
0070 4015.00                   5.000  EACH|     500.00000       2500.00|     550.00000       2750.00|     490.05000        2450.25
  ADJUST MANHOLE TO GRADE                 |                            |                            |
0071 8029.85               75749.000  m2  |       2.25000     170435.25|       1.31000      99231.19|       3.17000      240124.33
  BITUMINOUS FOUNDATION COURSE 125 mm     |                            |                            |
0072 8111.00                 315.620  StaM|     350.00000     110467.00|     267.00000      84270.54|     225.62000       71210.18
  SHOULDER SUBGRADE PREPARATION           |                            |                            |
0073 9000.01                 254.000  Mg  |      40.00000      10160.00|      32.60000       8280.40|      81.03000       20581.62
  ASPHALTIC CONCRETE                      |                            |                            |
0074 9005.00                 100.000  Mg  |      24.00000       2400.00|      32.60000       3260.00|      55.15000        5515.00
  ASPHALTIC CONCRETE FOR PATCHING, TYPE   |                            |                            |
  SP4(12.5)                               |                            |                            |
0075 9005.23               23925.000  Mg  |      12.60000     301455.00|      12.80000     306240.00|      18.79000      449550.75
  ASPHALTIC CONCRETE, TYPE SPS            |                            |                            |
0076 9005.45               30440.000  Mg  |      20.90000     636196.00|      25.00000     761000.00|      25.22000      767696.80
  ASPHALTIC CONCRETE, TYPE SP4(12.5)      |                            |                            |
0077 9009.00                8959.000  m2  |       4.35000      38971.65|       2.10000      18813.90|       8.60000       77047.40
  PLACEMENT OF ASPHALTIC CONCRETE FOR     |                            |                            |
  DRIVEWAYS AND INTERSECTIONS             |                            |                            |
0078 9021.01                1649.160  Mg  |     182.50000     300971.70|     200.85000     331233.79|     178.91000      295051.22
  PERFORMANCE GRADED BINDER (64-22)       |                            |                            |
0079 9021.03                1300.000  Mg  |     182.50000     237250.00|     200.85000     261105.00|     178.91000      232583.00
  PERFORMANCE GRADED BINDER (58-28)       |                            |                            |
0080 9030.00                 491.000  m   |      14.00000       6874.00|       5.35000       2626.85|      19.29000        9471.39
  CONSTRUCTING ASPHALTIC CONCRETE CURB    |                            |                            |
0081 9034.00                8959.000  m2  |       1.11000       9944.49|       1.65000      14782.35|       1.26000       11288.34
  PREPARATION OF INTERSECTIONS AND        |                            |                            |
  DRIVEWAYS                               |                            |                            |
0082 9053.00              121960.000  L   |       0.28000      34148.80|       0.23000      28050.80|       0.22000       26831.20
  TACK COAT                               |                            |                            |
0083 9111.00                1894.000  kL  |       2.50000       4735.00|       2.55000       4829.70|       1.29000        2443.26
  WATER                                   |                            |                            |
                                                    NEBRASKA DEPARTMENT OF ROADS                              DATE : 09/21/01
                                                                                                             PAGE : 8
                                                        TABULATION OF BIDS
     CALL ORDER   : N12                    CONTRACT ID : 6860                        COUNTIES : LINCOLN
     LETTING DATE : 09/20/01  1:30 PM       DISTRICT    : 6
                                                                                     PROJECT(S) : F-30-2(1018)



====================================================================================================================================
                                          |(1) 0477                    |(2) 2252                    |(3) 1661
                                          |WESTERN ENGINEERING COMPANY,|PAULSEN, INC.               |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0084 9179.24                 158.410  StaM|    1330.00000     210685.30|    1297.85000     205592.42|    1214.14000      192331.92
  COLD MILLING, CLASS 4                   |                            |                            |
0085 9300.50                  15.450  LS  |    4500.00000       4500.00|    3650.00000       3650.00|    2734.73000        2734.73
  ASPHALT PAVEMENT SMOOTHNESS TESTING     |                            |                            |
     SECTION TOTALS                       |             $  2,269,633.29|             $  2,344,568.19|                $  2,616,418.64
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006   GROUP 10 GENERAL ITEMS
                                          |                            |                            |
0086 0001.08               40080.000  BDAY|       0.50000      20040.00|       0.50000      20040.00|       0.50000       20040.00
  BARRICADE, TYPE II                      |                            |                            |
0087 0001.10                2472.000  BDAY|       4.00000       9888.00|       3.10000       7663.20|       1.96000        4845.12
  BARRICADE, TYPE III                     |                            |                            |
0088 0001.30                 504.000  LDAY|       4.00000       2016.00|       4.30000       2167.20|       1.96000         987.84
  TYPE B HIGH INTENSITY WARNING LIGHT     |                            |                            |
0089 0001.75                 700.000  EACH|       7.00000       4900.00|       6.50000       4550.00|       4.90000        3430.00
  TEMPORARY SIGN DAY                      |                            |                            |
0090 0001.90               18016.000  EACH|       0.80000      14412.80|       0.46000       8287.36|       0.49000        8827.84
  SIGN DAY                                |                            |                            |
0091 0002.55                 315.640  StaM|      20.00000       6312.80|      20.10000       6344.36|      22.05000        6959.86
  OVERLAY BROKEN LINES                    |                            |                            |
0092 0002.60                 631.280  StaM|      20.00000      12625.60|      19.10000      12057.45|      22.05000       13919.72
  OVERLAY SOLID LINES                     |                            |                            |
0093 0003.10                 116.000  DAY |     200.00000      23200.00|     164.50000      19082.00|     170.76000       19808.16
  FLAGGING                                |                            |                            |
0094 0010.04                   1.000  EACH|    4000.00000       4000.00|    1400.00000       1400.00|    1372.13000        1372.13
  FIELD OFFICE                            |                            |                            |
0095 0030.00                          LUMP|    8000.00000       8000.00|    3000.00000       3000.00|   23662.82000       23662.82
  MOBILIZATION                            |                            |                            |
0096 9110.01                  80.000  HOUR|      55.00000       4400.00|      50.00000       4000.00|      66.87000        5349.60
  RENTAL OF LOADER, FULLY OPERATED        |                            |                            |
0097 9110.02                  50.000  HOUR|      55.00000       2750.00|      50.00000       2500.00|      56.79000        2839.50
  RENTAL OF MOTOR GRADER, FULLY OPERATED  |                            |                            |
0098 9110.03                  80.000  HOUR|      45.00000       3600.00|      43.00000       3440.00|      51.92000        4153.60
  RENTAL OF DUMP TRUCK, FULLY OPERATED    |                            |                            |
0099 9110.07                  80.000  HOUR|      40.00000       3200.00|      33.00000       2640.00|      42.60000        3408.00
  RENTAL OF SKID LOADER, FULLY OPERATED   |                            |                            |
     SECTION TOTALS                       |             $    119,345.20|             $     97,171.57|                $    119,604.19
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  3,389,572.84|             $  3,542,256.26|                $  3,808,881.45
====================================================================================================================================
                                                    NEBRASKA DEPARTMENT OF ROADS                              DATE : 09/21/01
                                                                                                             PAGE : 9
                                                        TABULATION OF BIDS
     CALL ORDER   : N12                    CONTRACT ID : 6860                        COUNTIES : LINCOLN
     LETTING DATE : 09/20/01  1:30 PM       DISTRICT    : 6
                                                                                     PROJECT(S) : F-30-2(1018)



====================================================================================================================================
                                          |(4) 2853                    |                            |
                                          |SIMON CONTRACTORS AND SUBSID|                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   GROUP 1 GRADING
                                          |                            |                            |
0001 L006.00                  22.000  ha  |     225.00000       4950.00|                            |
  COVER CROP SEEDING                      |                            |                            |
0002 L020.00                1710.000  m2  |       4.00000       6840.00|                            |
  EROSION CONTROL                         |                            |                            |
0003 L022.25                1037.000  m   |      22.00000      22814.00|                            |
  FABRIC SILT FENCE, TYPE COIR FIBER      |                            |                            |
0004 0030.10                          LUMP|    9044.55000       9044.55|                            |
  MOBILIZATION                            |                            |                            |
0005 1000.00                   9.000  EACH|     720.32000       6482.88|                            |
  LARGE TREE REMOVAL                      |                            |                            |
0006 1009.00                          LUMP|   13175.54000      13175.54|                            |
  GENERAL CLEARING AND GRUBBING           |                            |                            |
0007 1010.00               58956.000  m3  |       7.78000     458677.68|                            |
  EXCAVATION                              |                            |                            |
0008 1010.10               42359.000  m3  |       6.67000     282534.53|                            |
  EXCAVATION, BORROW                      |                            |                            |
0009 1011.00                7599.000  kL  |       2.69000      20441.31|                            |
  WATER                                   |                            |                            |
0010 1021.10                  11.000  EACH|      20.43000        224.73|                            |
  REMOVE DELINEATOR UNITS                 |                            |                            |
0011 1041.00               51300.000  m2  |       0.48000      24624.00|                            |
  SALVAGING AND PLACING TOPSOIL           |                            |                            |
0012 1042.00                9955.000  m2  |       1.07000      10651.85|                            |
  SALVAGING AND PLACING HYDRIC SOIL       |                            |                            |
0013 1043.50                2621.000  m2  |       2.08000       5451.68|                            |
  RIPRAP FILTER FABRIC                    |                            |                            |
0014 1101.00                2545.000  m2  |       3.65000       9289.25|                            |
  REMOVE PAVEMENT                         |                            |                            |
0015 1102.00               10527.000  m2  |       4.03000      42423.81|                            |
  REMOVE ASPHALT SURFACE                  |                            |                            |
0016 1106.00                2691.000  m2  |       3.58000       9633.78|                            |
  REMOVE DRIVEWAY                         |                            |                            |
0017 1107.00                 533.000  m2  |       3.20000       1705.60|                            |
  REMOVE WALK                             |                            |                            |
0018 1705.42                  30.000  m   |     165.35000       4960.50|                            |
  1050 mm ROUND EQUIVALENT DRIVEWAY       |                            |                            |
  CULVERT PIPE, TYPE 2,3,4 OR 5           |                            |                            |
0019 6104.00                  68.000  Mg  |      22.75000       1547.00|                            |
  BROKEN CONCRETE RIPRAP                  |                            |                            |
                                                    NEBRASKA DEPARTMENT OF ROADS                              DATE : 09/21/01
                                                                                                             PAGE : 10
                                                        TABULATION OF BIDS
     CALL ORDER   : N12                    CONTRACT ID : 6860                        COUNTIES : LINCOLN
     LETTING DATE : 09/20/01  1:30 PM       DISTRICT    : 6
                                                                                     PROJECT(S) : F-30-2(1018)



====================================================================================================================================
                                          |(4) 2853                    |                            |
                                          |SIMON CONTRACTORS AND SUBSID|                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 6105.02                1845.000  Mg  |      42.76000      78892.20|                            |
  ROCK RIPRAP, TYPE B                     |                            |                            |
0021 7017.00                  31.400  m   |      22.94000        720.32|                            |
  REMOVE GUARDRAIL                        |                            |                            |
0022 9110.09                  15.000  HOUR|     115.66000       1734.90|                            |
  RENTAL OF TRACTOR AND SCRAPER, FULLY    |                            |                            |
  OPERATED                                |                            |                            |
     SECTION TOTALS                       |             $  1,016,820.11|                            |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002   GROUP 4 CULVERTS
                                          |                            |                            |
0023 P300.36                  34.800  m   |     109.99000       3827.65|                            |
  900 mm CULVERT PIPE, TYPE 3,4 OR 5      |                            |                            |
0024 P372.36                  69.500  m   |     128.54000       8933.53|                            |
  900 mm ROUND EQUIVALENT CULVERT PIPE,   |                            |                            |
  TYPE 2,4 OR 5                           |                            |                            |
0025 P500.24                  14.500  m   |      73.32000       1063.14|                            |
  600 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8  |                            |                            |
0026 P500.36                  43.300  m   |     109.99000       4762.57|                            |
  900 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8  |                            |                            |
0027 0030.40                          LUMP|    2794.35000       2794.35|                            |
  MOBILIZATION                            |                            |                            |
0028 4035.00                   2.000  EACH|     111.78000        223.56|                            |
  REMOVE FLARED-END SECTION               |                            |                            |
0029 4040.00                   5.000  EACH|     111.77000        558.85|                            |
  REMOVE HEADWALLS FROM CULVERTS          |                            |                            |
0030 4044.00                   1.000  EACH|    1676.61000       1676.61|                            |
  PREPARATION OF STRUCTURE AT STA.        |                            |                            |
  23+74.65                                |                            |                            |
0031 4044.01                   1.000  EACH|    2794.35000       2794.35|                            |
  PREPARATION OF STRUCTURE AT STA. 68+22.8|                            |                            |
0032 4044.02                   1.000  EACH|    2794.35000       2794.35|                            |
  PREPARATION OF STRUCTURE AT STA. 94+21.7|                            |                            |
0033 4045.00                   1.000  EACH|    3353.22000       3353.22|                            |
  REMOVE STRUCTURE AT STA. 16+38.2-10.4 m |                            |                            |
  RT.                                     |                            |                            |
0034 4045.01                   1.000  EACH|    3353.22000       3353.22|                            |
  REMOVE STRUCTURE AT STA. 57+64.5-14.1 m |                            |                            |
  LT.                                     |                            |                            |
0035 4045.02                   1.000  EACH|    3353.22000       3353.22|                            |
  REMOVE STRUCTURE AT STA. 74+70.18       |                            |                            |
                                                    NEBRASKA DEPARTMENT OF ROADS                              DATE : 09/21/01
                                                                                                             PAGE : 11
                                                        TABULATION OF BIDS
     CALL ORDER   : N12                    CONTRACT ID : 6860                        COUNTIES : LINCOLN
     LETTING DATE : 09/20/01  1:30 PM       DISTRICT    : 6
                                                                                     PROJECT(S) : F-30-2(1018)



====================================================================================================================================
                                          |(4) 2853                    |                            |
                                          |SIMON CONTRACTORS AND SUBSID|                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0036 4045.03                   1.000  EACH|    3353.22000       3353.22|                            |
  REMOVE STRUCTURE AT STA. 92+21.3        |                            |                            |
0037 4050.01                 455.000  m3  |      22.35000      10169.25|                            |
  EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,|                            |                            |
   AND HEADWALLS                          |                            |                            |
0038 4051.01                 205.000  m3  |      22.35000       4581.75|                            |
  EXCAVATION FOR BOX CULVERTS             |                            |                            |
0039 4101.06                 200.940  m3  |     363.27000      72995.47|                            |
  CLASS 47B-20 OR AX-20 CONCRETE FOR BOX  |                            |                            |
  CULVERT                                 |                            |                            |
0040 4151.00               11578.000  kg  |       1.84000      21303.52|                            |
  REINFORCING STEEL FOR BOX CULVERT       |                            |                            |
0041 4310.24                   2.000  EACH|     201.20000        402.40|                            |
  600 mm FLARED-END SECTION               |                            |                            |
0042 4310.36                   6.000  EACH|     279.44000       1676.64|                            |
  900 mm FLARED-END SECTION               |                            |                            |
0043 4320.36                   8.000  EACH|     279.44000       2235.52|                            |
  900 mm ROUND EQUIVALENT FLARED-END      |                            |                            |
  SECTION                                 |                            |                            |
     SECTION TOTALS                       |             $    156,206.39|                            |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003   GROUP 4A CULVERT AT STA. 129+56.4
               TWIN 3.67 m X 1.80 m REINFORCED CONCRETE BOX CULVERT
                                          |                            |                            |
0044 0030.40                          LUMP|    5588.70000       5588.70|                            |
  MOBILIZATION                            |                            |                            |
0045 4044.03                   1.000  EACH|    5029.83000       5029.83|                            |
  PREPARATION OF STRUCTURE AT STA.        |                            |                            |
  129+56.4                                |                            |                            |
0046 4051.01                  37.000  m3  |      22.35000        826.95|                            |
  EXCAVATION FOR BOX CULVERTS             |                            |                            |
0047 4101.06                  80.700  m3  |     363.27000      29315.89|                            |
  CLASS 47B-20 OR AX-20 CONCRETE FOR BOX  |                            |                            |
  CULVERT                                 |                            |                            |
0048 4151.00                5420.000  kg  |       1.68000       9105.60|                            |
  REINFORCING STEEL FOR BOX CULVERT       |                            |                            |
     SECTION TOTALS                       |             $     49,866.97|                            |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004   GROUP 5 SEEDING
                                          |                            |                            |
                                                    NEBRASKA DEPARTMENT OF ROADS                              DATE : 09/21/01
                                                                                                             PAGE : 12
                                                        TABULATION OF BIDS
     CALL ORDER   : N12                    CONTRACT ID : 6860                        COUNTIES : LINCOLN
     LETTING DATE : 09/20/01  1:30 PM       DISTRICT    : 6
                                                                                     PROJECT(S) : F-30-2(1018)



====================================================================================================================================
                                          |(4) 2853                    |                            |
                                          |SIMON CONTRACTORS AND SUBSID|                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0049 L001.01                   9.000  ha  |    1428.47000      12856.23|                            |
  SEEDING, TYPE A                         |                            |                            |
0050 L001.02                  13.000  ha  |    1115.50000      14501.50|                            |
  SEEDING, TYPE B                         |                            |                            |
0051 L001.18                   2.040  ha  |    1620.72000       3306.27|                            |
  SEEDING, TYPE WETLAND-HIGH              |                            |                            |
0052 L001.19                   3.100  ha  |    2274.60000       7051.26|                            |
  SEEDING, TYPE WETLAND-LOW               |                            |                            |
0053 L032.75                  99.000  Mg  |      95.01000       9405.99|                            |
  MULCH                                   |                            |                            |
0054 0030.50                          LUMP|    1000.00000       1000.00|                            |
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $     48,121.25|                            |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005   GROUP 9 BITUMINOUS
                                          |                            |                            |
0055 L010.00                5683.000  m2  |       6.71000      38132.93|                            |
  SODDING                                 |                            |                            |
0056 W600.03                   9.000  EACH|     279.43000       2514.87|                            |
  ADJUST VALVE BOX TO GRADE               |                            |                            |
0057 W600.16                  11.000  EACH|     279.43000       3073.73|                            |
  ADJUST METER PIT TO GRADE               |                            |                            |
0058 W600.21                   2.000  EACH|    1341.29000       2682.58|                            |
  ADJUST FIRE HYDRANT TO GRADE            |                            |                            |
0059 0030.90                          LUMP|   36250.00000      36250.00|                            |
  MOBILIZATION                            |                            |                            |
0060 2001.00                 365.000  m3  |      16.65000       6077.25|                            |
  GRAVEL SURFACE COURSE                   |                            |                            |
0061 2021.00                   4.000  EACH|      55.89000        223.56|                            |
  MAILBOX POST                            |                            |                            |
0062 3008.05                  24.000  EACH|      39.12000        938.88|                            |
  TIE BARS                                |                            |                            |
0063 3013.07                 383.600  m   |      83.83000      32157.19|                            |
  CONCRETE CLASS 47B-25 BARRIER CURB,     |                            |                            |
  TYPE I                                  |                            |                            |
0064 3016.21                 540.000  m2  |      34.65000      18711.00|                            |
  CONCRETE CLASS 47B-20 SIDEWALKS         |                            |                            |
0065 3031.14                 141.000  m2  |     167.66000      23640.06|                            |
  205 mm CONCRETE BASE COURSE CLASS PR-25 |                            |                            |
0066 3040.11                   3.600  m2  |     167.66000        603.58|                            |
  CONCRETE PAVEMENT REPAIR, TYPE A, FULL  |                            |                            |
  DEPTH                                   |                            |                            |
                                                    NEBRASKA DEPARTMENT OF ROADS                              DATE : 09/21/01
                                                                                                             PAGE : 13
                                                        TABULATION OF BIDS
     CALL ORDER   : N12                    CONTRACT ID : 6860                        COUNTIES : LINCOLN
     LETTING DATE : 09/20/01  1:30 PM       DISTRICT    : 6
                                                                                     PROJECT(S) : F-30-2(1018)



====================================================================================================================================
                                          |(4) 2853                    |                            |
                                          |SIMON CONTRACTORS AND SUBSID|                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0067 3040.12                  34.500  m2  |     167.66000       5784.27|                            |
  CONCRETE PAVEMENT REPAIR, TYPE B, FULL  |                            |                            |
  DEPTH                                   |                            |                            |
0068 3040.13                  34.000  m2  |     167.66000       5700.44|                            |
  CONCRETE PAVEMENT REPAIR, TYPE C, FULL  |                            |                            |
  DEPTH                                   |                            |                            |
0069 3221.05                 147.400  m2  |     167.66000      24713.08|                            |
  CONCRETE PAVEMENT, CLASS PR-25 JOINT    |                            |                            |
  REPAIR                                  |                            |                            |
0070 4015.00                   5.000  EACH|     558.87000       2794.35|                            |
  ADJUST MANHOLE TO GRADE                 |                            |                            |
0071 8029.85               75749.000  m2  |       0.83000      62871.67|                            |
  BITUMINOUS FOUNDATION COURSE 125 mm     |                            |                            |
0072 8111.00                 315.620  StaM|     160.99000      50811.66|                            |
  SHOULDER SUBGRADE PREPARATION           |                            |                            |
0073 9000.01                 254.000  Mg  |      34.00000       8636.00|                            |
  ASPHALTIC CONCRETE                      |                            |                            |
0074 9005.00                 100.000  Mg  |      40.00000       4000.00|                            |
  ASPHALTIC CONCRETE FOR PATCHING, TYPE   |                            |                            |
  SP4(12.5)                               |                            |                            |
0075 9005.23               23925.000  Mg  |      18.00000     430650.00|                            |
  ASPHALTIC CONCRETE, TYPE SPS            |                            |                            |
0076 9005.45               30440.000  Mg  |      29.00000     882760.00|                            |
  ASPHALTIC CONCRETE, TYPE SP4(12.5)      |                            |                            |
0077 9009.00                8959.000  m2  |       8.21000      73553.39|                            |
  PLACEMENT OF ASPHALTIC CONCRETE FOR     |                            |                            |
  DRIVEWAYS AND INTERSECTIONS             |                            |                            |
0078 9021.01                1649.160  Mg  |     190.00000     313340.40|                            |
  PERFORMANCE GRADED BINDER (64-22)       |                            |                            |
0079 9021.03                1300.000  Mg  |     190.00000     247000.00|                            |
  PERFORMANCE GRADED BINDER (58-28)       |                            |                            |
0080 9030.00                 491.000  m   |      11.91000       5847.81|                            |
  CONSTRUCTING ASPHALTIC CONCRETE CURB    |                            |                            |
0081 9034.00                8959.000  m2  |       1.90000      17022.10|                            |
  PREPARATION OF INTERSECTIONS AND        |                            |                            |
  DRIVEWAYS                               |                            |                            |
0082 9053.00              121960.000  L   |       0.23000      28050.80|                            |
  TACK COAT                               |                            |                            |
0083 9111.00                1894.000  kL  |       2.39000       4526.66|                            |
  WATER                                   |                            |                            |
                                                    NEBRASKA DEPARTMENT OF ROADS                              DATE : 09/21/01
                                                                                                             PAGE : 14
                                                        TABULATION OF BIDS
     CALL ORDER   : N12                    CONTRACT ID : 6860                        COUNTIES : LINCOLN
     LETTING DATE : 09/20/01  1:30 PM       DISTRICT    : 6
                                                                                     PROJECT(S) : F-30-2(1018)



====================================================================================================================================
                                          |(4) 2853                    |                            |
                                          |SIMON CONTRACTORS AND SUBSID|                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0084 9179.24                 158.410  StaM|    1384.68000     219347.16|                            |
  COLD MILLING, CLASS 4                   |                            |                            |
0085 9300.50                  15.450  LS  |    1770.91000       1770.91|                            |
  ASPHALT PAVEMENT SMOOTHNESS TESTING     |                            |                            |
     SECTION TOTALS                       |             $  2,554,186.33|                            |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006   GROUP 10 GENERAL ITEMS
                                          |                            |                            |
0086 0001.08               40080.000  BDAY|       0.50000      20040.00|                            |
  BARRICADE, TYPE II                      |                            |                            |
0087 0001.10                2472.000  BDAY|       2.24000       5537.28|                            |
  BARRICADE, TYPE III                     |                            |                            |
0088 0001.30                 504.000  LDAY|       2.24000       1128.96|                            |
  TYPE B HIGH INTENSITY WARNING LIGHT     |                            |                            |
0089 0001.75                 700.000  EACH|       5.59000       3913.00|                            |
  TEMPORARY SIGN DAY                      |                            |                            |
0090 0001.90               18016.000  EACH|       0.56000      10088.96|                            |
  SIGN DAY                                |                            |                            |
0091 0002.55                 315.640  StaM|      25.15000       7938.35|                            |
  OVERLAY BROKEN LINES                    |                            |                            |
0092 0002.60                 631.280  StaM|      25.15000      15876.69|                            |
  OVERLAY SOLID LINES                     |                            |                            |
0093 0003.10                 116.000  DAY |     183.24000      21255.84|                            |
  FLAGGING                                |                            |                            |
0094 0010.04                   1.000  EACH|    3500.00000       3500.00|                            |
  FIELD OFFICE                            |                            |                            |
0095 0030.00                          LUMP|    3000.00000       3000.00|                            |
  MOBILIZATION                            |                            |                            |
0096 9110.01                  80.000  HOUR|      64.64000       5171.20|                            |
  RENTAL OF LOADER, FULLY OPERATED        |                            |                            |
0097 9110.02                  50.000  HOUR|      58.24000       2912.00|                            |
  RENTAL OF MOTOR GRADER, FULLY OPERATED  |                            |                            |
0098 9110.03                  80.000  HOUR|      46.63000       3730.40|                            |
  RENTAL OF DUMP TRUCK, FULLY OPERATED    |                            |                            |
0099 9110.07                  80.000  HOUR|      46.08000       3686.40|                            |
  RENTAL OF SKID LOADER, FULLY OPERATED   |                            |                            |
     SECTION TOTALS                       |             $    107,779.08|                            |
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  3,932,980.13|                            |
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