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Contract Letting December 06, 2001


                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 12/06/01
                                                                                                             PAGE : 2
                                                          VENDOR RANKING

     CALL ORDER   : F01                     CONTRACT ID : 1341X                         COUNTIES : CASS
      LETTING DATE : 12/06/01                 DISTRICT    : 1
                                                                                             PROJECT(S) : EACSTPE-3730(2)
     CONTRACT DESCRIPTION :
     ON A COUNTY ROAD EAST OF GREENWOOD.

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

  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   0751           IRVING F. JENSEN CO., INC.                                             $  2,188,707.29     100.0000%
   2   1216           CEDAR VALLEY CORP.                                                     $  2,284,798.00     104.3902%
   3   3606           DOBSON BROTHERS CONSTRUCTION COMPANY AND AFFILIATES                    $  2,392,892.79     109.3290%
   4   0574           CONSTRUCTORS, INC.                                                     $  2,452,951.69     112.0730%
   5   0049           HAWKINS CONSTRUCTION COMPANY                                           $  2,485,053.01     113.5397%
   6   1416           LUXA CONSTRUCTION COMPANY, INCORPORATED                                $  2,622,116.09     119.8020%
   7   1276           KIEWIT WESTERN CO.                                                     $  2,702,714.70     123.4845%
   8   2182           WBE COMPANY, INC.                                                      $  2,728,110.32     124.6448%
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 12/06/01
                                                                                                             PAGE : 3
                                                        TABULATION OF BIDS

     CALL ORDER   : F01                    CONTRACT ID : 1341X                        COUNTIES : CASS
      LETTING DATE : 12/06/01  1:30 PM        DISTRICT    : 1
                                                                                       PROJECT(S) : EACSTPE-3730(2)



====================================================================================================================================
                                          |(1) 0751                    |(2) 1216                    |(3) 3606
                                          |JENSEN CO., INC./IRVING F.  |CEDAR VALLEY CORP.          |DOBSON BROTHERS CONSTRUCTION
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   GROUP 1 GRADING
                                          |                            |                            |
0001 L006.00                  20.800  ha  |     145.00000       3016.00|     140.00000       2912.00|     147.90000        3076.32
  COVER CROP SEEDING                      |                            |                            |
0002 0030.10                          LUMP|   15000.00000      15000.00|   17500.00000      17500.00|   15300.00000       15300.00
  MOBILIZATION                            |                            |                            |
0003 1000.00                  26.000  EACH|     300.00000       7800.00|     300.00000       7800.00|     306.00000        7956.00
  LARGE TREE REMOVAL                      |                            |                            |
0004 1009.00                          LUMP|   22000.00000      22000.00|   22000.00000      22000.00|   22440.00000       22440.00
  GENERAL CLEARING AND GRUBBING           |                            |                            |
0005 1010.00              106739.000  m3  |       1.70000     181456.30|       1.64000     175051.96|       1.67000      178254.13
  EXCAVATION                              |                            |                            |
0006 1011.00                2664.000  kL  |       3.00000       7992.00|       3.00000       7992.00|       3.06000        8151.84
  WATER                                   |                            |                            |
0007 1300.18                 486.000  m   |      25.00000      12150.00|      25.00000      12150.00|      25.50000       12393.00
  450 mm DRIVEWAY CULVERT PIPE            |                            |                            |
0008 1300.24                  22.000  m   |      35.00000        770.00|      35.00000        770.00|      35.70000         785.40
  600 mm DRIVEWAY CULVERT PIPE            |                            |                            |
0009 1300.30                  11.000  m   |      45.00000        495.00|      45.00000        495.00|      45.90000         504.90
  750 mm DRIVEWAY CULVERT PIPE            |                            |                            |
0010 1300.42                  11.000  m   |      85.00000        935.00|      85.00000        935.00|      86.70000         953.70
  1050 mm DRIVEWAY CULVERT PIPE           |                            |                            |
     SECTION TOTALS                       |             $    251,614.30|             $    247,605.96|                $    249,815.29
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002   GROUP 3 CONCRETE PAVEMENT
                                          |                            |                            |
0011 0030.30                          LUMP|   73000.00000      73000.00|  138400.00000     138400.00|  150000.00000      150000.00
  MOBILIZATION                            |                            |                            |
0012 2010.03                 229.740  Mg  |      20.00000       4594.80|      19.85000       4560.34|      20.25000        4652.24
  CRUSHED ROCK SURFACE COURSE             |                            |                            |
0013 2020.00                 200.000  m2  |      10.50000       2100.00|      10.50000       2100.00|      10.71000        2142.00
  SPECIAL SURFACE COURSE FOR MAILBOX      |                            |                            |
  TURNOUTS                                |                            |                            |
0014 2021.00                  10.000  EACH|      60.00000        600.00|      50.00000        500.00|      10.20000         102.00
  MAILBOX POST                            |                            |                            |
0015 3020.26                1337.550  m2  |      31.05000      41530.93|      31.05000      41530.93|      37.20000       49756.86
  CONCRETE CLASS 47B-25 DRIVEWAY          |                            |                            |
0016 3075.41               55927.000  m2  |      21.50000    1202430.50|      21.44000    1199074.88|      23.46000     1312047.42
  230 mm CONCRETE PAVEMENT, CLASS 47B-25  |                            |                            |
0017 3300.50                   7.525  LS  |    3400.00000       3400.00|    5000.00000       5000.00|    2913.53000        2913.53
  PORTLAND CEMENT CONCRETE SMOOTHNESS     |                            |                            |
  TESTING                                 |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 12/06/01
                                                                                                             PAGE : 4
                                                        TABULATION OF BIDS

     CALL ORDER   : F01                    CONTRACT ID : 1341X                        COUNTIES : CASS
      LETTING DATE : 12/06/01  1:30 PM        DISTRICT    : 1
                                                                                       PROJECT(S) : EACSTPE-3730(2)



====================================================================================================================================
                                          |(1) 0751                    |(2) 1216                    |(3) 3606
                                          |JENSEN CO., INC./IRVING F.  |CEDAR VALLEY CORP.          |DOBSON BROTHERS CONSTRUCTION
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0018 8029.75               55927.000  m2  |       1.90000     106261.30|       1.39000      77738.53|       2.30000      128632.10
  BITUMINOUS FOUNDATION COURSE            |                            |                            |
0019 9111.00                1212.000  kL  |       2.50000       3030.00|       3.20000       3878.40|       3.72000        4508.64
  WATER                                   |                            |                            |
0020 9170.00                 150.500  StaM|     175.00000      26337.50|     175.00000      26337.50|     178.50000       26864.25
  EARTH SHOULDER CONSTRUCTION             |                            |                            |
0021 9173.20               57264.550  m2  |       0.85000      48674.87|       0.84000      48102.22|       1.11000       63563.65
  SUBGRADE PREPARATION                    |                            |                            |
0022 9179.24                  75.250  StaM|    1250.00000      94062.50|    2002.30000     150673.08|    1041.80000       78395.45
  COLD MILLING, CLASS 4                   |                            |                            |
     SECTION TOTALS                       |             $  1,606,022.40|             $  1,697,895.88|                $  1,823,578.14
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003   GROUP 4 CULVERTS
                                          |                            |                            |
0023 0030.40                          LUMP|   10000.00000      10000.00|   10500.00000      10500.00|   14280.00000       14280.00
  MOBILIZATION                            |                            |                            |
0024 4044.00                   1.000  EACH|    2000.00000       2000.00|    4420.00000       4420.00|    1938.00000        1938.00
  PREPARATION OF STRUCTURE AT STA 2+48.36 |                            |                            |
0025 4044.01                   1.000  EACH|    2000.00000       2000.00|    3900.00000       3900.00|    1938.00000        1938.00
  PREPARATION OF STRUCTURE AT STA. 8+06.87|                            |                            |
0026 4045.00                   1.000  EACH|    7000.00000       7000.00|    7500.00000       7500.00|    7119.60000        7119.60
  REMOVE STRUCTURE AT STA. 17+98.04       |                            |                            |
0027 4050.01                2585.000  m3  |       8.00000      20680.00|       8.00000      20680.00|       8.16000       21093.60
  EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,|                            |                            |
   AND HEADWALLS                          |                            |                            |
0028 4051.01                 673.000  m3  |      16.00000      10768.00|       9.44000       6353.12|      14.28000        9610.44
  EXCAVATION FOR BOX CULVERTS             |                            |                            |
0029 4101.06                 194.250  m3  |     335.00000      65073.75|     372.00000      72261.00|     340.68000       66177.09
  CLASS 47B-20 OR AX-20 CONCRETE FOR BOX  |                            |                            |
  CULVERT                                 |                            |                            |
0030 4151.00               14130.000  kg  |       1.50000      21195.00|       1.48000      20912.40|       1.53000       21618.90
  REINFORCING STEEL FOR BOX CULVERT       |                            |                            |
0031 4450.24                  63.500  m   |     111.00000       7048.50|     110.80000       7035.80|      88.08000        5593.08
  600 mm REINFORCED CONCRETE PIPE         |                            |                            |
0032 4450.30                  21.500  m   |     155.00000       3332.50|     154.50000       3321.75|     121.36000        2609.24
  750 mm REINFORCED CONCRETE PIPE         |                            |                            |
0033 4450.36                  59.500  m   |     203.00000      12078.50|     202.80000      12066.60|     158.10000        9406.95
  900 mm REINFORCED CONCRETE PIPE         |                            |                            |
0034 4450.42                 120.200  m   |     235.00000      28247.00|     234.40000      28174.88|     211.67000       25442.73
  1050 mm REINFORCED CONCRETE PIPE        |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 12/06/01
                                                                                                             PAGE : 5
                                                        TABULATION OF BIDS

     CALL ORDER   : F01                    CONTRACT ID : 1341X                        COUNTIES : CASS
      LETTING DATE : 12/06/01  1:30 PM        DISTRICT    : 1
                                                                                       PROJECT(S) : EACSTPE-3730(2)



====================================================================================================================================
                                          |(1) 0751                    |(2) 1216                    |(3) 3606
                                          |JENSEN CO., INC./IRVING F.  |CEDAR VALLEY CORP.          |DOBSON BROTHERS CONSTRUCTION
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0035 4450.48                  26.200  m   |     288.00000       7545.60|     287.60000       7535.12|     265.86000        6965.53
  1200 mm REINFORCED CONCRETE PIPE        |                            |                            |
0036 4450.54                  43.500  m   |     344.00000      14964.00|     343.50000      14942.25|     323.68000       14080.08
  1350 mm REINFORCED CONCRETE PIPE        |                            |                            |
0037 4450.60                  31.500  m   |     413.00000      13009.50|     412.50000      12993.75|     370.38000       11666.97
  1500 mm REINFORCED CONCRETE PIPE        |                            |                            |
0038 4450.66                  39.500  m   |     485.00000      19157.50|     484.70000      19145.65|     433.05000       17105.48
  1650 mm REINFORCED CONCRETE PIPE        |                            |                            |
0039 4460.24                   6.000  EACH|     397.00000       2382.00|     396.90000       2381.40|     312.12000        1872.72
  600 mm CONCRETE FLARED-END SECTION      |                            |                            |
0040 4460.30                   2.000  EACH|     453.00000        906.00|     452.40000        904.80|     353.94000         707.88
  750 mm CONCRETE FLARED END SECTION      |                            |                            |
0041 4460.36                   6.000  EACH|     730.00000       4380.00|     729.80000       4378.80|     565.08000        3390.48
  900 mm CONCRETE FLARED-END SECTION      |                            |                            |
0042 4460.42                   8.000  EACH|     850.00000       6800.00|     849.90000       6799.20|     698.70000        5589.60
  1050 mm CONCRETE FLARED-END SECTION     |                            |                            |
0043 4460.48                   2.000  EACH|     940.00000       1880.00|     939.50000       1879.00|     771.12000        1542.24
  1200 mm CONCRETE FLARED-END SECTION     |                            |                            |
0044 4460.54                   4.000  EACH|    1144.00000       4576.00|    1143.60000       4574.40|     939.42000        3757.68
  1350 mm CONCRETE FLARED-END SECTION     |                            |                            |
0045 4460.60                   2.000  EACH|    1406.00000       2812.00|    1405.10000       2810.20|    1156.68000        2313.36
  1500 mm CONCRETE FLARED-END SECTION     |                            |                            |
0046 4460.66                   2.000  EACH|    1777.00000       3554.00|    1776.20000       3552.40|    1475.94000        2951.88
  1650 mm CONCRETE FLARED-END SECTION     |                            |                            |
0047 4500.48                  17.000  m   |     418.00000       7106.00|     417.80000       7102.60|     347.47000        5906.99
  1200 mm ROUND EQUIVALENT REINFORCED     |                            |                            |
  CONCRETE PIPE                           |                            |                            |
0048 4510.48                   2.000  EACH|    1661.00000       3322.00|    1660.20000       3320.40|    1367.82000        2735.64
  1200 mm ROUND EQUIVALENT CONCRETE       |                            |                            |
  FLARED-END SECTION                      |                            |                            |
0049 6105.01                  22.100  Mg  |      34.40000        760.24|      34.40000        760.24|      37.23000         822.78
  ROCK RIPRAP, TYPE A                     |                            |                            |
0050 6105.02                  56.500  Mg  |      33.00000       1864.50|      40.00000       2260.00|      37.23000        2103.50
  ROCK RIPRAP, TYPE B                     |                            |                            |
     SECTION TOTALS                       |             $    284,442.59|             $    292,465.76|                $    270,340.44
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004   GROUP 5 SEEDING
                                          |                            |                            |
0051 L001.01                  20.800  ha  |    1120.00000      23296.00|    1098.00000      22838.40|    1206.66000       25098.53
  SEEDING, TYPE A                         |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 12/06/01
                                                                                                             PAGE : 6
                                                        TABULATION OF BIDS

     CALL ORDER   : F01                    CONTRACT ID : 1341X                        COUNTIES : CASS
      LETTING DATE : 12/06/01  1:30 PM        DISTRICT    : 1
                                                                                       PROJECT(S) : EACSTPE-3730(2)



====================================================================================================================================
                                          |(1) 0751                    |(2) 1216                    |(3) 3606
                                          |JENSEN CO., INC./IRVING F.  |CEDAR VALLEY CORP.          |DOBSON BROTHERS CONSTRUCTION
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0052 L032.75                 104.000  Mg  |      75.00000       7800.00|      65.00000       6760.00|      71.40000        7425.60
  MULCH                                   |                            |                            |
0053 0030.50                          LUMP|     200.00000        200.00|     300.00000        300.00|    1020.00000        1020.00
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $     31,296.00|             $     29,898.40|                $     33,544.13
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005   GROUP 10 GENERAL ITEMS
                                          |                            |                            |
0054 0001.10                4000.000  BDAY|       1.50000       6000.00|       1.50000       6000.00|       1.66000        6640.00
  BARRICADE, TYPE III                     |                            |                            |
0055 0001.30                1120.000  LDAY|       2.00000       2240.00|       2.00000       2240.00|       0.54000         604.80
  TYPE B HIGH INTENSITY WARNING LIGHT     |                            |                            |
0056 0001.90                4960.000  EACH|       0.20000        992.00|       0.20000        992.00|       0.38000        1884.80
  SIGN DAY                                |                            |                            |
0057 0003.10                  10.000  DAY |     300.00000       3000.00|     220.00000       2200.00|     233.85000        2338.50
  FLAGGING                                |                            |                            |
0058 0010.04                   1.000  EACH|    3000.00000       3000.00|    4500.00000       4500.00|    3146.69000        3146.69
  FIELD OFFICE                            |                            |                            |
0059 0030.00                          LUMP|     100.00000        100.00|    1000.00000       1000.00|    1000.00000        1000.00
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $     15,332.00|             $     16,932.00|                $     15,614.79
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  2,188,707.29|             $  2,284,798.00|                $  2,392,892.79
====================================================================================================================================
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 12/06/01
                                                                                                             PAGE : 7
                                                        TABULATION OF BIDS

     CALL ORDER   : F01                    CONTRACT ID : 1341X                        COUNTIES : CASS
      LETTING DATE : 12/06/01  1:30 PM        DISTRICT    : 1
                                                                                       PROJECT(S) : EACSTPE-3730(2)



====================================================================================================================================
                                          |(4) 0574                    |(5) 0049                    |(6) 1416
                                          |CONSTRUCTORS, INC.          |HAWKINS CONSTRUCTION COMPANY|LUXA CONSTRUCTION COMPANY, I
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                  20.800  ha  |     145.00000       3016.00|     133.67000       2780.34|     155.15000        3227.12
  COVER CROP SEEDING                      |                            |                            |
0002 0030.10                          LUMP|   15500.00000      15500.00|    7459.00000       7459.00|   26050.00000       26050.00
  MOBILIZATION                            |                            |                            |
0003 1000.00                  26.000  EACH|     310.00000       8060.00|     119.05000       3095.30|     321.00000        8346.00
  LARGE TREE REMOVAL                      |                            |                            |
0004 1009.00                          LUMP|   23000.00000      23000.00|   27058.00000      27058.00|   23540.00000       23540.00
  GENERAL CLEARING AND GRUBBING           |                            |                            |
0005 1010.00              106739.000  m3  |       1.70000     181456.30|       1.71000     182523.69|       1.75000      186793.25
  EXCAVATION                              |                            |                            |
0006 1011.00                2664.000  kL  |       3.10000       8258.40|       1.62000       4315.68|       3.21000        8551.44
  WATER                                   |                            |                            |
0007 1300.18                 486.000  m   |      26.00000      12636.00|      42.92000      20859.12|      26.75000       13000.50
  450 mm DRIVEWAY CULVERT PIPE            |                            |                            |
0008 1300.24                  22.000  m   |      36.00000        792.00|      59.53000       1309.66|      37.45000         823.90
  600 mm DRIVEWAY CULVERT PIPE            |                            |                            |
0009 1300.30                  11.000  m   |      46.00000        506.00|      88.75000        976.25|      48.15000         529.65
  750 mm DRIVEWAY CULVERT PIPE            |                            |                            |
0010 1300.42                  11.000  m   |      88.00000        968.00|     162.35000       1785.85|      90.95000        1000.45
  1050 mm DRIVEWAY CULVERT PIPE           |                            |                            |
     SECTION TOTALS                       |             $    254,192.70|             $    252,162.89|                $    271,862.31
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002   GROUP 3 CONCRETE PAVEMENT
                                          |                            |                            |
0011 0030.30                          LUMP|  140000.00000     140000.00|  115996.00000     115996.00|   71597.00000       71597.00
  MOBILIZATION                            |                            |                            |
0012 2010.03                 229.740  Mg  |      18.00000       4135.32|      17.04000       3914.77|      21.24000        4879.68
  CRUSHED ROCK SURFACE COURSE             |                            |                            |
0013 2020.00                 200.000  m2  |       8.79000       1758.00|       4.49000        898.00|      11.24000        2248.00
  SPECIAL SURFACE COURSE FOR MAILBOX      |                            |                            |
  TURNOUTS                                |                            |                            |
0014 2021.00                  10.000  EACH|      10.00000        100.00|     112.00000       1120.00|      67.00000         670.00
  MAILBOX POST                            |                            |                            |
0015 3020.26                1337.550  m2  |      32.00000      42801.60|      25.14000      33626.01|      33.22000       44433.41
  CONCRETE CLASS 47B-25 DRIVEWAY          |                            |                            |
0016 3075.41               55927.000  m2  |      23.50000    1314284.50|      24.39000    1364059.53|      26.83000     1500521.41
  230 mm CONCRETE PAVEMENT, CLASS 47B-25  |                            |                            |
0017 3300.50                   7.525  LS  |    4700.00000       4700.00|   14247.00000      14247.00|   15000.00000       15000.00
  PORTLAND CEMENT CONCRETE SMOOTHNESS     |                            |                            |
  TESTING                                 |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 12/06/01
                                                                                                             PAGE : 8
                                                        TABULATION OF BIDS

     CALL ORDER   : F01                    CONTRACT ID : 1341X                        COUNTIES : CASS
      LETTING DATE : 12/06/01  1:30 PM        DISTRICT    : 1
                                                                                       PROJECT(S) : EACSTPE-3730(2)



====================================================================================================================================
                                          |(4) 0574                    |(5) 0049                    |(6) 1416
                                          |CONSTRUCTORS, INC.          |HAWKINS CONSTRUCTION COMPANY|LUXA CONSTRUCTION COMPANY, I
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0018 8029.75               55927.000  m2  |       2.40000     134224.80|       2.57000     143732.39|       3.08000      172255.16
  BITUMINOUS FOUNDATION COURSE            |                            |                            |
0019 9111.00                1212.000  kL  |       4.00000       4848.00|       0.42000        509.04|       3.00000        3636.00
  WATER                                   |                            |                            |
0020 9170.00                 150.500  StaM|     280.00000      42140.00|     313.91000      47243.46|     187.25000       28181.13
  EARTH SHOULDER CONSTRUCTION             |                            |                            |
0021 9173.20               57264.550  m2  |       1.30000      74443.92|       1.19000      68144.81|       1.27000       72725.98
  SUBGRADE PREPARATION                    |                            |                            |
0022 9179.24                  75.250  StaM|    1240.00000      93310.00|     984.86000      74110.72|    1029.38000       77460.85
  COLD MILLING, CLASS 4                   |                            |                            |
     SECTION TOTALS                       |             $  1,856,746.14|             $  1,867,601.73|                $  1,993,608.62
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003   GROUP 4 CULVERTS
                                          |                            |                            |
0023 0030.40                          LUMP|   10300.00000      10300.00|   15369.00000      15369.00|    6420.00000        6420.00
  MOBILIZATION                            |                            |                            |
0024 4044.00                   1.000  EACH|    1960.00000       1960.00|    2056.00000       2056.00|    2140.00000        2140.00
  PREPARATION OF STRUCTURE AT STA 2+48.36 |                            |                            |
0025 4044.01                   1.000  EACH|    1960.00000       1960.00|    2056.00000       2056.00|    2140.00000        2140.00
  PREPARATION OF STRUCTURE AT STA. 8+06.87|                            |                            |
0026 4045.00                   1.000  EACH|    7200.00000       7200.00|    7555.00000       7555.00|    3745.00000        3745.00
  REMOVE STRUCTURE AT STA. 17+98.04       |                            |                            |
0027 4050.01                2585.000  m3  |       8.50000      21972.50|       9.41000      24324.85|       7.50000       19387.50
  EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,|                            |                            |
   AND HEADWALLS                          |                            |                            |
0028 4051.01                 673.000  m3  |      16.50000      11104.50|      15.15000      10195.95|      30.50000       20526.50
  EXCAVATION FOR BOX CULVERTS             |                            |                            |
0029 4101.06                 194.250  m3  |     349.00000      67793.25|     361.49000      70219.43|     403.39000       78358.51
  CLASS 47B-20 OR AX-20 CONCRETE FOR BOX  |                            |                            |
  CULVERT                                 |                            |                            |
0030 4151.00               14130.000  kg  |       1.60000      22608.00|       1.62000      22890.60|       1.29000       18227.70
  REINFORCING STEEL FOR BOX CULVERT       |                            |                            |
0031 4450.24                  63.500  m   |     114.00000       7239.00|     113.98000       7237.73|     104.76000        6652.26
  600 mm REINFORCED CONCRETE PIPE         |                            |                            |
0032 4450.30                  21.500  m   |     160.00000       3440.00|     149.23000       3208.45|     145.34000        3124.81
  750 mm REINFORCED CONCRETE PIPE         |                            |                            |
0033 4450.36                  59.500  m   |     210.00000      12495.00|     207.25000      12331.38|     190.15000       11313.93
  900 mm REINFORCED CONCRETE PIPE         |                            |                            |
0034 4450.42                 120.200  m   |     240.00000      28848.00|     273.61000      32887.92|     255.53000       30714.71
  1050 mm REINFORCED CONCRETE PIPE        |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 12/06/01
                                                                                                             PAGE : 9
                                                        TABULATION OF BIDS

     CALL ORDER   : F01                    CONTRACT ID : 1341X                        COUNTIES : CASS
      LETTING DATE : 12/06/01  1:30 PM        DISTRICT    : 1
                                                                                       PROJECT(S) : EACSTPE-3730(2)



====================================================================================================================================
                                          |(4) 0574                    |(5) 0049                    |(6) 1416
                                          |CONSTRUCTORS, INC.          |HAWKINS CONSTRUCTION COMPANY|LUXA CONSTRUCTION COMPANY, I
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0035 4450.48                  26.200  m   |     300.00000       7860.00|     330.78000       8666.44|     317.68000        8323.22
  1200 mm REINFORCED CONCRETE PIPE        |                            |                            |
0036 4450.54                  43.500  m   |     355.00000      15442.50|     413.91000      18005.09|     386.60000       16817.10
  1350 mm REINFORCED CONCRETE PIPE        |                            |                            |
0037 4450.60                  31.500  m   |     425.00000      13387.50|     493.74000      15552.81|     449.16000       14148.54
  1500 mm REINFORCED CONCRETE PIPE        |                            |                            |
0038 4450.66                  39.500  m   |     500.00000      19750.00|     510.94000      20182.13|     520.96000       20577.92
  1650 mm REINFORCED CONCRETE PIPE        |                            |                            |
0039 4460.24                   6.000  EACH|     410.00000       2460.00|     452.00000       2712.00|     377.00000        2262.00
  600 mm CONCRETE FLARED-END SECTION      |                            |                            |
0040 4460.30                   2.000  EACH|     466.00000        932.00|     529.00000       1058.00|     456.00000         912.00
  750 mm CONCRETE FLARED END SECTION      |                            |                            |
0041 4460.36                   6.000  EACH|     750.00000       4500.00|     773.00000       4638.00|     714.00000        4284.00
  900 mm CONCRETE FLARED-END SECTION      |                            |                            |
0042 4460.42                   8.000  EACH|     875.00000       7000.00|     952.00000       7616.00|     902.50000        7220.00
  1050 mm CONCRETE FLARED-END SECTION     |                            |                            |
0043 4460.48                   2.000  EACH|     970.00000       1940.00|    1212.00000       2424.00|    1020.00000        2040.00
  1200 mm CONCRETE FLARED-END SECTION     |                            |                            |
0044 4460.54                   4.000  EACH|    1200.00000       4800.00|    1234.00000       4936.00|    1254.00000        5016.00
  1350 mm CONCRETE FLARED-END SECTION     |                            |                            |
0045 4460.60                   2.000  EACH|    1500.00000       3000.00|    1543.00000       3086.00|    1518.00000        3036.00
  1500 mm CONCRETE FLARED-END SECTION     |                            |                            |
0046 4460.66                   2.000  EACH|    1830.00000       3660.00|    1942.00000       3884.00|    1960.00000        3920.00
  1650 mm CONCRETE FLARED-END SECTION     |                            |                            |
0047 4500.48                  17.000  m   |     430.00000       7310.00|     452.61000       7694.37|     419.88000        7137.96
  1200 mm ROUND EQUIVALENT REINFORCED     |                            |                            |
  CONCRETE PIPE                           |                            |                            |
0048 4510.48                   2.000  EACH|    1720.00000       3440.00|    1765.00000       3530.00|    1748.00000        3496.00
  1200 mm ROUND EQUIVALENT CONCRETE       |                            |                            |
  FLARED-END SECTION                      |                            |                            |
0049 6105.01                  22.100  Mg  |      36.00000        795.60|      43.39000        958.92|      33.07000         730.85
  ROCK RIPRAP, TYPE A                     |                            |                            |
0050 6105.02                  56.500  Mg  |      34.00000       1921.00|      37.23000       2103.50|      39.06000        2206.89
  ROCK RIPRAP, TYPE B                     |                            |                            |
     SECTION TOTALS                       |             $    295,118.85|             $    317,379.57|                $    304,879.40
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004   GROUP 5 SEEDING
                                          |                            |                            |
0051 L001.01                  20.800  ha  |    1145.00000      23816.00|    1206.17000      25088.34|    1192.45000       24802.96
  SEEDING, TYPE A                         |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 12/06/01
                                                                                                             PAGE : 10
                                                        TABULATION OF BIDS

     CALL ORDER   : F01                    CONTRACT ID : 1341X                        COUNTIES : CASS
      LETTING DATE : 12/06/01  1:30 PM        DISTRICT    : 1
                                                                                       PROJECT(S) : EACSTPE-3730(2)



====================================================================================================================================
                                          |(4) 0574                    |(5) 0049                    |(6) 1416
                                          |CONSTRUCTORS, INC.          |HAWKINS CONSTRUCTION COMPANY|LUXA CONSTRUCTION COMPANY, I
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0052 L032.75                 104.000  Mg  |      67.00000       6968.00|      81.17000       8441.68|      80.25000        8346.00
  MULCH                                   |                            |                            |
0053 0030.50                          LUMP|     310.00000        310.00|     216.00000        216.00|     214.00000         214.00
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $     31,094.00|             $     33,746.02|                $     33,362.96
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005   GROUP 10 GENERAL ITEMS
                                          |                            |                            |
0054 0001.10                4000.000  BDAY|       1.75000       7000.00|       1.60000       6400.00|       1.58000        6320.00
  BARRICADE, TYPE III                     |                            |                            |
0055 0001.30                1120.000  LDAY|       0.55000        616.00|       2.11000       2363.20|       2.09000        2340.80
  TYPE B HIGH INTENSITY WARNING LIGHT     |                            |                            |
0056 0001.90                4960.000  EACH|       0.40000       1984.00|       0.21000       1041.60|       0.20000         992.00
  SIGN DAY                                |                            |                            |
0057 0003.10                  10.000  DAY |     240.00000       2400.00|     338.00000       3380.00|     200.00000        2000.00
  FLAGGING                                |                            |                            |
0058 0010.04                   1.000  EACH|    3500.00000       3500.00|     977.00000        977.00|    6250.00000        6250.00
  FIELD OFFICE                            |                            |                            |
0059 0030.00                          LUMP|     300.00000        300.00|       1.00000          1.00|     500.00000         500.00
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $     15,800.00|             $     14,162.80|                $     18,402.80
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  2,452,951.69|             $  2,485,053.01|                $  2,622,116.09
====================================================================================================================================
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 12/06/01
                                                                                                             PAGE : 11
                                                        TABULATION OF BIDS

     CALL ORDER   : F01                    CONTRACT ID : 1341X                        COUNTIES : CASS
      LETTING DATE : 12/06/01  1:30 PM        DISTRICT    : 1
                                                                                       PROJECT(S) : EACSTPE-3730(2)



====================================================================================================================================
                                          |(7) 1276                    |(8) 2182                    |
                                          |KIEWIT WESTERN CO.          |WBE COMPANY, INC.           |
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                  20.800  ha  |     135.00000       2808.00|     123.50000       2568.80|
  COVER CROP SEEDING                      |                            |                            |
0002 0030.10                          LUMP|   20000.00000      20000.00|   12200.00000      12200.00|
  MOBILIZATION                            |                            |                            |
0003 1000.00                  26.000  EACH|     300.00000       7800.00|     300.00000       7800.00|
  LARGE TREE REMOVAL                      |                            |                            |
0004 1009.00                          LUMP|   24000.00000      24000.00|   40000.00000      40000.00|
  GENERAL CLEARING AND GRUBBING           |                            |                            |
0005 1010.00              106739.000  m3  |       1.80000     192130.20|       2.61000     278588.79|
  EXCAVATION                              |                            |                            |
0006 1011.00                2664.000  kL  |       3.00000       7992.00|       1.00000       2664.00|
  WATER                                   |                            |                            |
0007 1300.18                 486.000  m   |      28.00000      13608.00|      64.13000      31167.18|
  450 mm DRIVEWAY CULVERT PIPE            |                            |                            |
0008 1300.24                  22.000  m   |      39.00000        858.00|      73.95000       1626.90|
  600 mm DRIVEWAY CULVERT PIPE            |                            |                            |
0009 1300.30                  11.000  m   |      50.00000        550.00|     121.16000       1332.76|
  750 mm DRIVEWAY CULVERT PIPE            |                            |                            |
0010 1300.42                  11.000  m   |      94.00000       1034.00|     205.00000       2255.00|
  1050 mm DRIVEWAY CULVERT PIPE           |                            |                            |
     SECTION TOTALS                       |             $    270,780.20|             $    380,203.43|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002   GROUP 3 CONCRETE PAVEMENT
                                          |                            |                            |
0011 0030.30                          LUMP|   80000.00000      80000.00|   75000.00000      75000.00|
  MOBILIZATION                            |                            |                            |
0012 2010.03                 229.740  Mg  |      20.00000       4594.80|      20.00000       4594.80|
  CRUSHED ROCK SURFACE COURSE             |                            |                            |
0013 2020.00                 200.000  m2  |       8.00000       1600.00|      23.00000       4600.00|
  SPECIAL SURFACE COURSE FOR MAILBOX      |                            |                            |
  TURNOUTS                                |                            |                            |
0014 2021.00                  10.000  EACH|      54.00000        540.00|      75.00000        750.00|
  MAILBOX POST                            |                            |                            |
0015 3020.26                1337.550  m2  |      34.00000      45476.70|      28.70000      38387.69|
  CONCRETE CLASS 47B-25 DRIVEWAY          |                            |                            |
0016 3075.41               55927.000  m2  |      24.75000    1384193.25|      27.50000    1537992.50|
  230 mm CONCRETE PAVEMENT, CLASS 47B-25  |                            |                            |
0017 3300.50                   7.525  LS  |    5000.00000       5000.00|   19000.00000      19000.00|
  PORTLAND CEMENT CONCRETE SMOOTHNESS     |                            |                            |
  TESTING                                 |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 12/06/01
                                                                                                             PAGE : 12
                                                        TABULATION OF BIDS

     CALL ORDER   : F01                    CONTRACT ID : 1341X                        COUNTIES : CASS
      LETTING DATE : 12/06/01  1:30 PM        DISTRICT    : 1
                                                                                       PROJECT(S) : EACSTPE-3730(2)



====================================================================================================================================
                                          |(7) 1276                    |(8) 2182                    |
                                          |KIEWIT WESTERN CO.          |WBE COMPANY, INC.           |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0018 8029.75               55927.000  m2  |       4.00000     223708.00|       2.00000     111854.00|
  BITUMINOUS FOUNDATION COURSE            |                            |                            |
0019 9111.00                1212.000  kL  |       0.70000        848.40|       1.00000       1212.00|
  WATER                                   |                            |                            |
0020 9170.00                 150.500  StaM|     300.00000      45150.00|     450.00000      67725.00|
  EARTH SHOULDER CONSTRUCTION             |                            |                            |
0021 9173.20               57264.550  m2  |       2.00000     114529.10|       1.13000      64708.94|
  SUBGRADE PREPARATION                    |                            |                            |
0022 9179.24                  75.250  StaM|    1200.00000      90300.00|     938.60000      70629.65|
  COLD MILLING, CLASS 4                   |                            |                            |
     SECTION TOTALS                       |             $  1,995,940.25|             $  1,996,454.58|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003   GROUP 4 CULVERTS
                                          |                            |                            |
0023 0030.40                          LUMP|   20000.00000      20000.00|    6000.00000       6000.00|
  MOBILIZATION                            |                            |                            |
0024 4044.00                   1.000  EACH|    2500.00000       2500.00|    2000.00000       2000.00|
  PREPARATION OF STRUCTURE AT STA 2+48.36 |                            |                            |
0025 4044.01                   1.000  EACH|    2500.00000       2500.00|    2000.00000       2000.00|
  PREPARATION OF STRUCTURE AT STA. 8+06.87|                            |                            |
0026 4045.00                   1.000  EACH|    4000.00000       4000.00|    3500.00000       3500.00|
  REMOVE STRUCTURE AT STA. 17+98.04       |                            |                            |
0027 4050.01                2585.000  m3  |       8.00000      20680.00|      23.00000      59455.00|
  EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,|                            |                            |
   AND HEADWALLS                          |                            |                            |
0028 4051.01                 673.000  m3  |      30.00000      20190.00|      28.50000      19180.50|
  EXCAVATION FOR BOX CULVERTS             |                            |                            |
0029 4101.06                 194.250  m3  |     415.00000      80613.75|     377.00000      73232.25|
  CLASS 47B-20 OR AX-20 CONCRETE FOR BOX  |                            |                            |
  CULVERT                                 |                            |                            |
0030 4151.00               14130.000  kg  |       1.35000      19075.50|       1.21000      17097.30|
  REINFORCING STEEL FOR BOX CULVERT       |                            |                            |
0031 4450.24                  63.500  m   |     155.00000       9842.50|      86.35000       5483.23|
  600 mm REINFORCED CONCRETE PIPE         |                            |                            |
0032 4450.30                  21.500  m   |     195.00000       4192.50|     118.98000       2558.07|
  750 mm REINFORCED CONCRETE PIPE         |                            |                            |
0033 4450.36                  59.500  m   |     260.00000      15470.00|     155.00000       9222.50|
  900 mm REINFORCED CONCRETE PIPE         |                            |                            |
0034 4450.42                 120.200  m   |     395.00000      47479.00|     207.52000      24943.90|
  1050 mm REINFORCED CONCRETE PIPE        |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 12/06/01
                                                                                                             PAGE : 13
                                                        TABULATION OF BIDS

     CALL ORDER   : F01                    CONTRACT ID : 1341X                        COUNTIES : CASS
      LETTING DATE : 12/06/01  1:30 PM        DISTRICT    : 1
                                                                                       PROJECT(S) : EACSTPE-3730(2)



====================================================================================================================================
                                          |(7) 1276                    |(8) 2182                    |
                                          |KIEWIT WESTERN CO.          |WBE COMPANY, INC.           |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0035 4450.48                  26.200  m   |     480.00000      12576.00|     260.65000       6829.03|
  1200 mm REINFORCED CONCRETE PIPE        |                            |                            |
0036 4450.54                  43.500  m   |     535.00000      23272.50|     317.33000      13803.86|
  1350 mm REINFORCED CONCRETE PIPE        |                            |                            |
0037 4450.60                  31.500  m   |     650.00000      20475.00|     363.12000      11438.28|
  1500 mm REINFORCED CONCRETE PIPE        |                            |                            |
0038 4450.66                  39.500  m   |     725.00000      28637.50|     424.56000      16770.12|
  1650 mm REINFORCED CONCRETE PIPE        |                            |                            |
0039 4460.24                   6.000  EACH|     570.00000       3420.00|     306.00000       1836.00|
  600 mm CONCRETE FLARED-END SECTION      |                            |                            |
0040 4460.30                   2.000  EACH|     620.00000       1240.00|     334.00000        668.00|
  750 mm CONCRETE FLARED END SECTION      |                            |                            |
0041 4460.36                   6.000  EACH|     930.00000       5580.00|     554.00000       3324.00|
  900 mm CONCRETE FLARED-END SECTION      |                            |                            |
0042 4460.42                   8.000  EACH|    1080.00000       8640.00|     685.00000       5480.00|
  1050 mm CONCRETE FLARED-END SECTION     |                            |                            |
0043 4460.48                   2.000  EACH|    1240.00000       2480.00|     756.00000       1512.00|
  1200 mm CONCRETE FLARED-END SECTION     |                            |                            |
0044 4460.54                   4.000  EACH|    1430.00000       5720.00|     921.00000       3684.00|
  1350 mm CONCRETE FLARED-END SECTION     |                            |                            |
0045 4460.60                   2.000  EACH|    1790.00000       3580.00|    1134.00000       2268.00|
  1500 mm CONCRETE FLARED-END SECTION     |                            |                            |
0046 4460.66                   2.000  EACH|    2180.00000       4360.00|    1447.00000       2894.00|
  1650 mm CONCRETE FLARED-END SECTION     |                            |                            |
0047 4500.48                  17.000  m   |     550.00000       9350.00|     340.66000       5791.22|
  1200 mm ROUND EQUIVALENT REINFORCED     |                            |                            |
  CONCRETE PIPE                           |                            |                            |
0048 4510.48                   2.000  EACH|    1940.00000       3880.00|    1341.00000       2682.00|
  1200 mm ROUND EQUIVALENT CONCRETE       |                            |                            |
  FLARED-END SECTION                      |                            |                            |
0049 6105.01                  22.100  Mg  |      40.00000        884.00|      36.50000        806.65|
  ROCK RIPRAP, TYPE A                     |                            |                            |
0050 6105.02                  56.500  Mg  |      40.00000       2260.00|      36.50000       2062.25|
  ROCK RIPRAP, TYPE B                     |                            |                            |
     SECTION TOTALS                       |             $    382,898.25|             $    306,522.16|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004   GROUP 5 SEEDING
                                          |                            |                            |
0051 L001.01                  20.800  ha  |    1220.00000      25376.00|    1114.44000      23180.35|
  SEEDING, TYPE A                         |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 12/06/01
                                                                                                             PAGE : 14
                                                        TABULATION OF BIDS

     CALL ORDER   : F01                    CONTRACT ID : 1341X                        COUNTIES : CASS
      LETTING DATE : 12/06/01  1:30 PM        DISTRICT    : 1
                                                                                       PROJECT(S) : EACSTPE-3730(2)



====================================================================================================================================
                                          |(7) 1276                    |(8) 2182                    |
                                          |KIEWIT WESTERN CO.          |WBE COMPANY, INC.           |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0052 L032.75                 104.000  Mg  |      80.00000       8320.00|      75.00000       7800.00|
  MULCH                                   |                            |                            |
0053 0030.50                          LUMP|     500.00000        500.00|     200.00000        200.00|
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $     34,196.00|             $     31,180.35|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005   GROUP 10 GENERAL ITEMS
                                          |                            |                            |
0054 0001.10                4000.000  BDAY|       1.60000       6400.00|       1.68000       6720.00|
  BARRICADE, TYPE III                     |                            |                            |
0055 0001.30                1120.000  LDAY|       2.15000       2408.00|       0.53000        593.60|
  TYPE B HIGH INTENSITY WARNING LIGHT     |                            |                            |
0056 0001.90                4960.000  EACH|       0.20000        992.00|       0.37000       1835.20|
  SIGN DAY                                |                            |                            |
0057 0003.10                  10.000  DAY |     250.00000       2500.00|     160.00000       1600.00|
  FLAGGING                                |                            |                            |
0058 0010.04                   1.000  EACH|    6000.00000       6000.00|    3000.00000       3000.00|
  FIELD OFFICE                            |                            |                            |
0059 0030.00                          LUMP|     600.00000        600.00|       1.00000          1.00|
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $     18,900.00|             $     13,749.80|
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  2,702,714.70|             $  2,728,110.32|
====================================================================================================================================