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Contract Letting June 27,  2002

 

                                                      NEBRASKA DEPARTMENT OF ROADS                             DATE : 06/27/02
                                                                                                               PAGE : 2
                                                          VENDOR RANKING

     CALL ORDER   : F09                      CONTRACT ID : 4666X                          COUNTIES : GREELEY
        LETTING DATE : 06/27/02                 DISTRICT    : 4
                                                                                            PROJECT(S) : EACSTPD-22-4(107)
     CONTRACT DESCRIPTION :
     ON N-22, IN SCOTIA.

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

  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   0083           WERNER CONSTRUCTION, INC.                                              $  1,832,596.16     100.0000%
   2   2762           A & R CONSTRUCTION CO.                                                 $  1,836,927.48     100.2363%
   3   2252           PAULSEN, INC.                                                          $  1,969,653.85     107.4788%
   4   3606           DOBSON BROTHERS CONSTRUCTION COMPANY AND AFFILIATES                    $  1,975,763.41     107.8122%
   5   2126           CEMENT PRODUCTS, INC.                                                  $  2,129,001.51     116.1740%
   6   1613           M. E. COLLINS CONTRACTING COMPANY, INC.                                $  2,244,744.27     122.4898%
                                                      NEBRASKA DEPARTMENT OF ROADS                             DATE : 06/27/02
                                                                                                               PAGE : 3
                                                         TABULATION OF BIDS

     CALL ORDER   : F09                     CONTRACT ID : 4666X                         COUNTIES : GREELEY
        LETTING DATE : 06/27/02  1:30 pm        DISTRICT    : 4
                                                                                      PROJECT(S) : EACSTPD-22-4(107)



====================================================================================================================================
                                          |(1) 0083                    |(2) 2762                    |(3) 2252
                                          |WERNER CONSTRUCTION, INC.   |A & R CONSTRUCTION CO.      |PAULSEN, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   GROUP 1 GRADING
                                          |                            |                            |
0001 L020.08                1004.000  m2  |       8.36000       8393.44|       9.00000       9036.00|       8.25000        8283.00
  EROSION CONTROL, TYPE AA                |                            |                            |
0002 L022.11                 142.000  m   |      11.46000       1627.32|       9.00000       1278.00|      12.00000        1704.00
  FABRIC SILT FENCE-LOW POROSITY          |                            |                            |
0003 L022.12                 348.000  m   |      12.50000       4350.00|       9.00000       3132.00|      12.00000        4176.00
  FABRIC SILT FENCE-HIGH POROSITY         |                            |                            |
0004 P070.18                  76.000  m   |      61.00000       4636.00|      49.25000       3743.00|      71.00000        5396.00
  450 mm CULVERT PIPE, TYPE 2,3,4,5,6,7   |                            |                            |
  OR 8                                    |                            |                            |
0005 0030.10                          LUMP|   13840.00000      13840.00|    5500.00000       5500.00|   30000.00000       30000.00
  MOBILIZATION                            |                            |                            |
0006 1000.00                  55.000  EACH|     236.00000      12980.00|     521.00000      28655.00|     250.00000       13750.00
  LARGE TREE REMOVAL                      |                            |                            |
0007 1009.00                          LUMP|    2000.00000       2000.00|    6500.00000       6500.00|    2500.00000        2500.00
  GENERAL CLEARING AND GRUBBING           |                            |                            |
0008 1010.01                9848.000  m3  |       5.28000      51997.44|       1.85000      18218.80|       6.00000       59088.00
  EXCAVATION (ESTABLISHED QUANTITY)       |                            |                            |
0009 1011.00                 190.000  kL  |       2.00000        380.00|       8.00000       1520.00|       2.35000         446.50
  WATER                                   |                            |                            |
0010 1102.00               13257.000  m2  |       3.50000      46399.50|       2.00000      26514.00|       3.60000       47725.20
  REMOVE ASPHALT SURFACE                  |                            |                            |
0011 1106.00                 659.000  m2  |       4.10000       2701.90|       3.79000       2497.61|       4.10000        2701.90
  REMOVE DRIVEWAY                         |                            |                            |
0012 1107.00                1926.000  m2  |       4.10000       7896.60|       3.92000       7549.92|       4.10000        7896.60
  REMOVE WALK                             |                            |                            |
0013 1108.00                 386.400  m   |      13.10000       5061.84|      12.00000       4636.80|      14.00000        5409.60
  REMOVE COMBINATION CURB AND GUTTER      |                            |                            |
0014 4040.00                   2.000  EACH|     100.00000        200.00|     150.00000        300.00|     100.00000         200.00
  REMOVE HEADWALLS FROM CULVERTS          |                            |                            |
     SECTION TOTALS                       |             $    162,464.04|             $    119,081.13|                $    189,276.80
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002   GROUP 3 CONCRETE PAVEMENT
                                          |                            |                            |
0015 L001.02                   0.610  ha  |    5000.00000       3050.00|    5250.00000       3202.50|    5000.00000        3050.00
  SEEDING, TYPE B                         |                            |                            |
0016 L010.00                7158.000  m2  |       7.50000      53685.00|       4.00000      28632.00|       7.00000       50106.00
  SODDING                                 |                            |                            |
0017 L032.80                   1.400  Mg  |     450.00000        630.00|     550.00000        770.00|     450.00000         630.00
  HYDROMULCH                              |                            |                            |
                                                      NEBRASKA DEPARTMENT OF ROADS                             DATE : 06/27/02
                                                                                                               PAGE : 4
                                                         TABULATION OF BIDS

     CALL ORDER   : F09                     CONTRACT ID : 4666X                         COUNTIES : GREELEY
        LETTING DATE : 06/27/02  1:30 pm        DISTRICT    : 4
                                                                                      PROJECT(S) : EACSTPD-22-4(107)



====================================================================================================================================
                                          |(1) 0083                    |(2) 2762                    |(3) 2252
                                          |WERNER CONSTRUCTION, INC.   |A & R CONSTRUCTION CO.      |PAULSEN, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0018 0030.30                          LUMP|   31500.00000      31500.00|    9000.00000       9000.00|   70000.00000       70000.00
  MOBILIZATION                            |                            |                            |
0019 2001.00                 100.000  m3  |      13.50000       1350.00|      12.00000       1200.00|      15.50000        1550.00
  GRAVEL SURFACE COURSE                   |                            |                            |
0020 3016.21                2573.000  m2  |      32.50000      83622.50|      33.00000      84909.00|      32.50000       83622.50
  CONCRETE CLASS 47B-20 SIDEWALKS         |                            |                            |
0021 3020.26                1596.000  m2  |      39.00000      62244.00|      39.25000      62643.00|      40.00000       63840.00
  CONCRETE CLASS 47B-25 DRIVEWAY          |                            |                            |
0022 3075.42                2054.700  m2  |      34.72000      71339.18|      36.00000      73969.20|      33.00000       67805.10
  230 mm CONCRETE PAVEMENT, CLASS 47B-25  |                            |                            |
0023 3075.46               17050.000  m2  |      33.59000     572709.50|      37.00000     630850.00|      33.50000      571175.00
  230 mm DOWELED CONCRETE PAVEMENT, CLASS |                            |                            |
  47B-25                                  |                            |                            |
0024 3089.25                3826.000  m2  |      29.49000     112828.74|       5.80000      22190.80|      34.00000      130084.00
  TEMPORARY SURFACING                     |                            |                            |
0025 3300.65                  10.000  EACH|     100.00000       1000.00|     800.00000       8000.00|     100.00000        1000.00
  CONCRETE PAVEMENT THICKNESS CORE        |                            |                            |
0026 4024.55                  12.500  m   |     130.00000       1625.00|     350.00000       4375.00|     325.00000        4062.50
  FLUME SPILLWAY                          |                            |                            |
0027 4024.70                   3.000  EACH|    1785.00000       5355.00|    1900.00000       5700.00|     900.00000        2700.00
  CONCRETE FLUME, TYPE I                  |                            |                            |
0028 7492.05                3250.000  m   |       3.50000      11375.00|       4.12000      13390.00|       3.00000        9750.00
  100 mm YELLOW THERMOPLASTIC, TYPE C     |                            |                            |
0029 7492.12                  70.000  m   |       7.00000        490.00|      12.12000        848.40|       7.00000         490.00
  300 mm YELLOW THERMOPLASTIC, TYPE C     |                            |                            |
0030 7500.26                  20.000  EACH|     250.00000       5000.00|     510.00000      10200.00|     250.00000        5000.00
  LEFT ARROW, PREFORMED PAVEMENT MARKING, |                            |                            |
  TYPE 4                                  |                            |                            |
0031 7512.14                  70.000  m   |      12.50000        875.00|     102.00000       7140.00|      12.50000         875.00
  600 mm WHITE PREFORMED PAVEMENT MARKING,|                            |                            |
   TYPE 4, GROOVED                        |                            |                            |
0032 9111.00                 355.000  kL  |       2.50000        887.50|       8.00000       2840.00|       2.00000         710.00
  WATER                                   |                            |                            |
0033 9170.00                  27.200  StaM|     495.00000      13464.00|     197.00000       5358.40|     350.00000        9520.00
  EARTH SHOULDER CONSTRUCTION             |                            |                            |
0034 9173.20               20700.000  m2  |       1.16000      24012.00|       1.28000      26496.00|       1.00000       20700.00
  SUBGRADE PREPARATION                    |                            |                            |
                                                      NEBRASKA DEPARTMENT OF ROADS                             DATE : 06/27/02
                                                                                                               PAGE : 5
                                                         TABULATION OF BIDS

     CALL ORDER   : F09                     CONTRACT ID : 4666X                         COUNTIES : GREELEY
        LETTING DATE : 06/27/02  1:30 pm        DISTRICT    : 4
                                                                                      PROJECT(S) : EACSTPD-22-4(107)



====================================================================================================================================
                                          |(1) 0083                    |(2) 2762                    |(3) 2252
                                          |WERNER CONSTRUCTION, INC.   |A & R CONSTRUCTION CO.      |PAULSEN, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
     SECTION TOTALS                       |             $  1,057,042.42|             $  1,001,714.30|                $  1,096,670.10
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003   GROUP 4 CULVERTS
                                          |                            |                            |
0035 P700.15                 199.500  m   |      71.00000      14164.50|      75.00000      14962.50|      73.00000       14563.50
  375 mm STORM SEWER PIPE, TYPE 1,7 OR 8  |                            |                            |
0036 P700.18                 528.500  m   |      83.00000      43865.50|      93.00000      49150.50|      88.00000       46508.00
  450 mm STORM SEWER PIPE, TYPE 1,7 OR 8  |                            |                            |
0037 P700.24                 205.000  m   |     105.00000      21525.00|     107.00000      21935.00|     110.00000       22550.00
  600 mm STORM SEWER PIPE, TYPE 1,7 OR 8  |                            |                            |
0038 P700.30                 156.500  m   |     151.00000      23631.50|     153.00000      23944.50|     155.00000       24257.50
  750 mm STORM SEWER PIPE, TYPE 1,7 OR 8  |                            |                            |
0039 P700.36                 330.000  m   |     190.00000      62700.00|     198.00000      65340.00|     200.00000       66000.00
  900 mm STORM SEWER PIPE, TYPE 1,7 OR 8  |                            |                            |
0040 P775.36                 451.000  m   |     234.00000     105534.00|     288.00000     129888.00|     240.00000      108240.00
  900 mm ROUND EQUIVALENT STORM SEWER     |                            |                            |
  PIPE, TYPE 1                            |                            |                            |
0041 0030.40                          LUMP|    3500.00000       3500.00|    5000.00000       5000.00|   25000.00000       25000.00
  MOBILIZATION                            |                            |                            |
0042 1119.00                   5.000  EACH|     100.00000        500.00|     100.00000        500.00|     100.00000         500.00
  REMOVE INLET                            |                            |                            |
0043 4002.00                4198.000  kg  |       3.00000      12594.00|       3.00000      12594.00|       3.00000       12594.00
  CAST IRON COVER AND FRAME               |                            |                            |
0044 4004.50                1689.000  kg  |       3.00000       5067.00|       3.00000       5067.00|       3.00000        5067.00
  CAST IRON GRATE AND FRAME               |                            |                            |
0045 4005.00                 624.000  kg  |       3.00000       1872.00|       3.00000       1872.00|       3.00000        1872.00
  CAST IRON RING AND COVER                |                            |                            |
0046 4015.50                   2.000  EACH|     850.00000       1700.00|    2500.00000       5000.00|     900.00000        1800.00
  RECONSTRUCT MANHOLE                     |                            |                            |
0047 4016.00                   1.000  EACH|    1250.00000       1250.00|    1500.00000       1500.00|    1400.00000        1400.00
  MANHOLE AT STA. 100+22.60, 7.26 m LT.   |                            |                            |
0048 4016.01                   1.000  EACH|    1250.00000       1250.00|    1500.00000       1500.00|    1400.00000        1400.00
  MANHOLE AT STA. 107+03.15, 7.02 m LT.   |                            |                            |
0049 4016.02                   1.000  EACH|    1250.00000       1250.00|    1500.00000       1500.00|    1400.00000        1400.00
  MANHOLE AT STA. 108+02.51, 7.02 m LT.   |                            |                            |
0050 4016.03                   1.000  EACH|    1250.00000       1250.00|    1500.00000       1500.00|    1400.00000        1400.00
  MANHOLE AT STA. 109+04.64, 7.02 m LT.   |                            |                            |
0051 4016.04                   1.000  EACH|    1250.00000       1250.00|    1500.00000       1500.00|    1400.00000        1400.00
  MANHOLE AT STA. 109+18.00, 7.02 m LT.   |                            |                            |
0052 4016.05                   1.000  EACH|    1250.00000       1250.00|    1500.00000       1500.00|    1400.00000        1400.00
  MANHOLE AT STA, 110+03.99, 7.15 m LT.   |                            |                            |
                                                      NEBRASKA DEPARTMENT OF ROADS                             DATE : 06/27/02
                                                                                                               PAGE : 6
                                                         TABULATION OF BIDS

     CALL ORDER   : F09                     CONTRACT ID : 4666X                         COUNTIES : GREELEY
        LETTING DATE : 06/27/02  1:30 pm        DISTRICT    : 4
                                                                                      PROJECT(S) : EACSTPD-22-4(107)



====================================================================================================================================
                                          |(1) 0083                    |(2) 2762                    |(3) 2252
                                          |WERNER CONSTRUCTION, INC.   |A & R CONSTRUCTION CO.      |PAULSEN, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0053 4016.06                   1.000  EACH|    3000.00000       3000.00|    1500.00000       1500.00|    3000.00000        3000.00
  MANHOLE AT STA. 110+16.80, 7.15 m LT.   |                            |                            |
0054 4016.07                   1.000  EACH|    3000.00000       3000.00|    1500.00000       1500.00|    3000.00000        3000.00
  MANHOLE AT STA. 110+69.00, 7.15 m LT.   |                            |                            |
0055 4016.08                   1.000  EACH|    3000.00000       3000.00|    1500.00000       1500.00|    3000.00000        3000.00
  MANHOLE AT STA. 111+06.00, 7.15 m LT.   |                            |                            |
0056 4016.09                   1.000  EACH|    1250.00000       1250.00|    1500.00000       1500.00|    1400.00000        1400.00
  MANHOLE AT STA. 109+95.00, 7.13 m RT.   |                            |                            |
0057 4016.10                   1.000  EACH|    1250.00000       1250.00|    1500.00000       1500.00|    1300.00000        1300.00
  MANHOLE AT STA. 110+25.00, 7.13 m RT.   |                            |                            |
0058 4016.11                   1.000  EACH|    1250.00000       1250.00|    1500.00000       1500.00|    1300.00000        1300.00
  MANHOLE AT STA. 110+58.00, 7.13 m RT.   |                            |                            |
0059 4016.12                   1.000  EACH|    1250.00000       1250.00|    1500.00000       1500.00|    1300.00000        1300.00
  MANHOLE AT STA. 111+03.50, 7.11 m RT.   |                            |                            |
0060 4040.00                  11.000  EACH|     100.00000       1100.00|     150.00000       1650.00|     100.00000        1100.00
  REMOVE HEADWALLS FROM CULVERTS          |                            |                            |
0061 4043.50                 173.000  m   |      19.50000       3373.50|      15.00000       2595.00|      21.00000        3633.00
  REMOVE SEWER PIPE                       |                            |                            |
0062 4050.01                  87.000  m3  |       5.00000        435.00|      15.69000       1365.03|       5.00000         435.00
  EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,|                            |                            |
   AND HEADWALLS                          |                            |                            |
0063 4105.59                 108.520  m3  |     510.00000      55345.20|     598.00000      64894.96|     570.00000       61856.40
  CLASS 47B-20 CONCRETE FOR INLET AND     |                            |                            |
  JUNCTION BOX                            |                            |                            |
0064 4155.50                4390.000  kg  |       1.45000       6365.50|       3.00000      13170.00|       1.45000        6365.50
  REINFORCING STEEL FOR INLET AND         |                            |                            |
  JUNCTION BOX                            |                            |                            |
0065 4310.15                   1.000  EACH|     300.00000        300.00|     210.00000        210.00|     300.00000         300.00
  375 mm FLARED-END SECTION               |                            |                            |
0066 4310.24                   1.000  EACH|     340.00000        340.00|     268.00000        268.00|     340.00000         340.00
  600 mm FLARED-END SECTION               |                            |                            |
0067 4310.36                   1.000  EACH|     580.00000        580.00|     525.00000        525.00|     580.00000         580.00
  900 mm FLARED-END SECTION               |                            |                            |
0068 4320.36                   3.000  EACH|     750.00000       2250.00|     800.00000       2400.00|     750.00000        2250.00
  900 mm ROUND EQUIVALENT FLARED-END      |                            |                            |
  SECTION                                 |                            |                            |
     SECTION TOTALS                       |             $    388,242.70|             $    441,831.49|                $    428,511.90
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004   GROUP 4A WATER MAIN WORK
                                          |                            |                            |
                                                      NEBRASKA DEPARTMENT OF ROADS                             DATE : 06/27/02
                                                                                                               PAGE : 7
                                                         TABULATION OF BIDS

     CALL ORDER   : F09                     CONTRACT ID : 4666X                         COUNTIES : GREELEY
        LETTING DATE : 06/27/02  1:30 pm        DISTRICT    : 4
                                                                                      PROJECT(S) : EACSTPD-22-4(107)



====================================================================================================================================
                                          |(1) 0083                    |(2) 2762                    |(3) 2252
                                          |WERNER CONSTRUCTION, INC.   |A & R CONSTRUCTION CO.      |PAULSEN, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0069 W100.00                  41.000  EACH|     140.00000       5740.00|     169.25000       6939.25|     150.00000        6150.00
  CURB STOP AND BOX                       |                            |                            |
0070 W176.55                 475.500  m   |      40.00000      19020.00|      47.00000      22348.50|      47.00000       22348.50
  19 mm POLYETHYLENE PIPE                 |                            |                            |
0071 W176.58                   4.000  m   |     160.00000        640.00|      48.25000        193.00|     170.00000         680.00
  50 mm POLYETHYLENE PIPE                 |                            |                            |
0072 W219.66                  13.000  EACH|     505.00000       6565.00|     455.00000       5915.00|     510.00000        6630.00
  150 mm GATE VALVE AND BOX               |                            |                            |
0073 W219.68                  22.000  EACH|     656.00000      14432.00|     615.00000      13530.00|     700.00000       15400.00
  200 mm GATE VALVE AND BOX               |                            |                            |
0074 W222.00                   8.000  EACH|    1300.00000      10400.00|    1165.00000       9320.00|    1450.00000       11600.00
  FIRE HYDRANT                            |                            |                            |
0075 W356.12                   4.000  EACH|     114.00000        456.00|     180.00000        720.00|     115.00000         460.00
  150 mm X 150 mm TEE                     |                            |                            |
0076 W356.14                   8.000  EACH|     170.00000       1360.00|     200.00000       1600.00|     170.00000        1360.00
  200 mm X 150 mm TEE                     |                            |                            |
0077 W356.16                   6.000  EACH|     170.00000       1020.00|     209.00000       1254.00|     170.00000        1020.00
  200 mm X 200 mm TEE                     |                            |                            |
0078 W356.50                   2.000  EACH|     230.00000        460.00|     355.00000        710.00|     230.00000         460.00
  CROSS 200 mm                            |                            |                            |
0079 W357.14                   6.000  EACH|      80.00000        480.00|     159.00000        954.00|      80.00000         480.00
  100 mm - 45 DEGREE BEND                 |                            |                            |
0080 W357.16                   2.000  EACH|      90.00000        180.00|     170.00000        340.00|      90.00000         180.00
  150 mm - 45 DEGREE BEND                 |                            |                            |
0081 W357.40                  16.000  EACH|     107.00000       1712.00|     180.00000       2880.00|     107.00000        1712.00
  200 mm - 45 DEGREE BEND                 |                            |                            |
0082 W358.18                   4.000  EACH|      82.00000        328.00|      91.00000        364.00|      85.00000         340.00
  200 mm X 150 mm REDUCER                 |                            |                            |
0083 W358.19                   6.000  EACH|      70.00000        420.00|      79.00000        474.00|      70.00000         420.00
  200 mm X 100 mm REDUCER                 |                            |                            |
0084 W724.75                   8.000  EACH|     450.00000       3600.00|     335.00000       2680.00|     500.00000        4000.00
  CONNECT TO WATER MAIN                   |                            |                            |
0085 0030.40                          LUMP|    3000.00000       3000.00|    9000.00000       9000.00|    6000.00000        6000.00
  MOBILIZATION                            |                            |                            |
0086 4796.00                   6.000  EACH|      25.00000        150.00|      80.00000        480.00|      25.00000         150.00
  150 mm PLUG                             |                            |                            |
0087 4796.01                   2.000  EACH|      35.00000         70.00|     100.00000        200.00|      35.00000          70.00
  200 mm PLUG                             |                            |                            |
0088 4803.04                   8.200  m   |      54.00000        442.80|      49.00000        401.80|      58.00000         475.60
  100 mm P.V.C. PIPE                      |                            |                            |
                                                      NEBRASKA DEPARTMENT OF ROADS                             DATE : 06/27/02
                                                                                                               PAGE : 8
                                                         TABULATION OF BIDS

     CALL ORDER   : F09                     CONTRACT ID : 4666X                         COUNTIES : GREELEY
        LETTING DATE : 06/27/02  1:30 pm        DISTRICT    : 4
                                                                                      PROJECT(S) : EACSTPD-22-4(107)



====================================================================================================================================
                                          |(1) 0083                    |(2) 2762                    |(3) 2252
                                          |WERNER CONSTRUCTION, INC.   |A & R CONSTRUCTION CO.      |PAULSEN, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0089 4803.06                 246.000  m   |      46.00000      11316.00|      50.00000      12300.00|      54.00000       13284.00
  150 mm P.V.C. PIPE                      |                            |                            |
0090 4803.08                 835.250  m   |      49.00000      40927.25|      58.00000      48444.50|      58.00000       48444.50
  200 mm P.V.C. PIPE                      |                            |                            |
0091 4805.16                 112.800  m   |     136.00000      15340.80|     359.00000      40495.20|     145.00000       16356.00
  400 mm STEEL CASING                     |                            |                            |
     SECTION TOTALS                       |             $    138,059.85|             $    181,543.25|                $    158,020.60
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005   GROUP 8B ELECTRICAL
                                          |                            |                            |
0092 A001.12                  13.000  EACH|     265.00000       3445.00|     450.00000       5850.00|     275.00000        3575.00
  PULL BOX, TYPE PB-5                     |                            |                            |
0093 A009.08                  11.000  EACH|    1374.00000      15114.00|    1325.00000      14575.00|    1400.00000       15400.00
  STREET LIGHTING UNIT, TYPE              |                            |                            |
  SL-A-12.2-1.8-0.25                      |                            |                            |
0094 A009.09                  12.000  EACH|    1374.00000      16488.00|    1435.00000      17220.00|    1400.00000       16800.00
  STREET LIGHTING UNIT TYPE               |                            |                            |
  SL-A-12.2-2.4-0.25                      |                            |                            |
0095 A009.14                   1.000  EACH|    1574.00000       1574.00|    1625.00000       1625.00|    1600.00000        1600.00
  STREET LIGHTING UNIT, TYPE              |                            |                            |
  SL-BT-12.2-3.7-0.25                     |                            |                            |
0096 A020.30                   1.000  EACH|     630.00000        630.00|    1300.00000       1300.00|     650.00000         650.00
  LIGHTING CONTROL CENTER, TYPE R         |                            |                            |
0097 A070.10                 980.000  m   |       8.00000       7840.00|       8.00000       7840.00|       8.00000        7840.00
  38 mm CONDUIT IN TRENCH                 |                            |                            |
0098 A072.10                 349.000  m   |       8.00000       2792.00|       9.00000       3141.00|       8.00000        2792.00
  38 mm CONDUIT UNDER ROADWAY             |                            |                            |
0099 A080.22                1329.000  m   |       1.35000       1794.15|       1.65000       2192.85|       1.35000        1794.15
  STREET LIGHTING CABLE, NO. 6 BARE       |                            |                            |
0100 A080.24                2658.000  m   |       1.80000       4784.40|       1.65000       4385.70|       1.80000        4784.40
  STREET LIGHTING CABLE, NO. 6 USE        |                            |                            |
0101 0030.80                          LUMP|    1817.00000       1817.00|    4250.00000       4250.00|    3000.00000        3000.00
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $     56,278.55|             $     62,379.55|                $     58,235.55
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006   GROUP 10 GENERAL ITEMS
                                          |                            |                            |
0102 0001.08                9100.000  BDAY|       0.50000       4550.00|       0.50000       4550.00|       0.50000        4550.00
  BARRICADE, TYPE II                      |                            |                            |
0103 0001.10                5629.000  BDAY|       1.00000       5629.00|       1.10000       6191.90|       3.10000       17449.90
  BARRICADE, TYPE III                     |                            |                            |
                                                      NEBRASKA DEPARTMENT OF ROADS                             DATE : 06/27/02
                                                                                                               PAGE : 9
                                                         TABULATION OF BIDS

     CALL ORDER   : F09                     CONTRACT ID : 4666X                         COUNTIES : GREELEY
        LETTING DATE : 06/27/02  1:30 pm        DISTRICT    : 4
                                                                                      PROJECT(S) : EACSTPD-22-4(107)



====================================================================================================================================
                                          |(1) 0083                    |(2) 2762                    |(3) 2252
                                          |WERNER CONSTRUCTION, INC.   |A & R CONSTRUCTION CO.      |PAULSEN, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0104 0001.30                 418.000  LDAY|       1.20000        501.60|       1.45000        606.10|       2.00000         836.00
  TYPE B HIGH INTENSITY WARNING LIGHT     |                            |                            |
0105 0001.90                9206.000  EACH|       0.50000       4603.00|       0.46000       4234.76|       0.50000        4603.00
  SIGN DAY                                |                            |                            |
0106 0003.10                  40.000  DAY |     185.00000       7400.00|     125.00000       5000.00|     145.00000        5800.00
  FLAGGING                                |                            |                            |
0107 0010.04                   1.000  EACH|    1500.00000       1500.00|    3500.00000       3500.00|    2000.00000        2000.00
  FIELD OFFICE                            |                            |                            |
0108 0030.00                          LUMP|    2500.00000       2500.00|    2500.00000       2500.00|    1000.00000        1000.00
  MOBILIZATION                            |                            |                            |
0109 9110.01                  15.000  HOUR|      75.00000       1125.00|      71.00000       1065.00|      50.00000         750.00
  RENTAL OF LOADER, FULLY OPERATED        |                            |                            |
0110 9110.03                  15.000  HOUR|      60.00000        900.00|      51.00000        765.00|      50.00000         750.00
  RENTAL OF DUMP TRUCK, FULLY OPERATED    |                            |                            |
0111 9110.06                  15.000  HOUR|      65.00000        975.00|     100.00000       1500.00|      55.00000         825.00
  RENTAL OF BACKHOE, FULLY OPERATED       |                            |                            |
0112 9110.07                  15.000  HOUR|      55.00000        825.00|      31.00000        465.00|      25.00000         375.00
  RENTAL OF SKID LOADER, FULLY OPERATED   |                            |                            |
     SECTION TOTALS                       |             $     30,508.60|             $     30,377.76|                $     38,938.90
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  1,832,596.16|             $  1,836,927.48|                $  1,969,653.85
====================================================================================================================================
                                                      NEBRASKA DEPARTMENT OF ROADS                             DATE : 06/27/02
                                                                                                               PAGE : 10
                                                         TABULATION OF BIDS

     CALL ORDER   : F09                     CONTRACT ID : 4666X                         COUNTIES : GREELEY
        LETTING DATE : 06/27/02  1:30 pm        DISTRICT    : 4
                                                                                      PROJECT(S) : EACSTPD-22-4(107)



====================================================================================================================================
                                          |(4) 3606                    |(5) 2126                    |(6) 1613
                                          |DOBSON BROTHERS CONSTRUCTION|CEMENT PRODUCTS, INC.       |COLLINS CONTRACTING COMPANY,
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   GROUP 1 GRADING
                                          |                            |                            |
0001 L020.08                1004.000  m2  |       8.53000       8564.12|       8.36000       8393.44|       8.84000        8875.36
  EROSION CONTROL, TYPE AA                |                            |                            |
0002 L022.11                 142.000  m   |      11.69000       1659.98|      11.46000       1627.32|      12.12000        1721.04
  FABRIC SILT FENCE-LOW POROSITY          |                            |                            |
0003 L022.12                 348.000  m   |      12.75000       4437.00|      12.50000       4350.00|      13.22000        4600.56
  FABRIC SILT FENCE-HIGH POROSITY         |                            |                            |
0004 P070.18                  76.000  m   |      62.22000       4728.72|      80.00000       6080.00|      64.50000        4902.00
  450 mm CULVERT PIPE, TYPE 2,3,4,5,6,7   |                            |                            |
  OR 8                                    |                            |                            |
0005 0030.10                          LUMP|   15000.00000      15000.00|   26000.00000      26000.00|   17279.40000       17279.40
  MOBILIZATION                            |                            |                            |
0006 1000.00                  55.000  EACH|     240.72000      13239.60|     450.00000      24750.00|     249.60000       13728.00
  LARGE TREE REMOVAL                      |                            |                            |
0007 1009.00                          LUMP|    2040.00000       2040.00|    5500.00000       5500.00|    2115.30000        2115.30
  GENERAL CLEARING AND GRUBBING           |                            |                            |
0008 1010.01                9848.000  m3  |       5.39000      53080.72|       6.25000      61550.00|       5.30000       52194.40
  EXCAVATION (ESTABLISHED QUANTITY)       |                            |                            |
0009 1011.00                 190.000  kL  |       2.04000        387.60|       6.00000       1140.00|       2.10000         399.00
  WATER                                   |                            |                            |
0010 1102.00               13257.000  m2  |       3.32000      44013.24|       3.25000      43085.25|       4.01000       53160.57
  REMOVE ASPHALT SURFACE                  |                            |                            |
0011 1106.00                 659.000  m2  |       4.18000       2754.62|       5.02000       3308.18|       4.30000        2833.70
  REMOVE DRIVEWAY                         |                            |                            |
0012 1107.00                1926.000  m2  |       4.18000       8050.68|       5.38000      10361.88|       4.30000        8281.80
  REMOVE WALK                             |                            |                            |
0013 1108.00                 386.400  m   |      13.36000       5162.30|       8.00000       3091.20|      13.90000        5370.96
  REMOVE COMBINATION CURB AND GUTTER      |                            |                            |
0014 4040.00                   2.000  EACH|     102.00000        204.00|     100.00000        200.00|     105.80000         211.60
  REMOVE HEADWALLS FROM CULVERTS          |                            |                            |
     SECTION TOTALS                       |             $    163,322.58|             $    199,437.27|                $    175,673.69
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002   GROUP 3 CONCRETE PAVEMENT
                                          |                            |                            |
0015 L001.02                   0.610  ha  |    5100.00000       3111.00|    4270.00000       2604.70|    5288.30000        3225.86
  SEEDING, TYPE B                         |                            |                            |
0016 L010.00                7158.000  m2  |       6.12000      43806.96|       6.00000      42948.00|       6.30000       45095.40
  SODDING                                 |                            |                            |
0017 L032.80                   1.400  Mg  |     459.00000        642.60|     550.00000        770.00|     475.90000         666.26
  HYDROMULCH                              |                            |                            |
                                                      NEBRASKA DEPARTMENT OF ROADS                             DATE : 06/27/02
                                                                                                               PAGE : 11
                                                         TABULATION OF BIDS

     CALL ORDER   : F09                     CONTRACT ID : 4666X                         COUNTIES : GREELEY
        LETTING DATE : 06/27/02  1:30 pm        DISTRICT    : 4
                                                                                      PROJECT(S) : EACSTPD-22-4(107)



====================================================================================================================================
                                          |(4) 3606                    |(5) 2126                    |(6) 1613
                                          |DOBSON BROTHERS CONSTRUCTION|CEMENT PRODUCTS, INC.       |COLLINS CONTRACTING COMPANY,
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0018 0030.30                          LUMP|   91000.00000      91000.00|   79000.00000      79000.00|   86445.62000       86445.62
  MOBILIZATION                            |                            |                            |
0019 2001.00                 100.000  m3  |      15.65000       1565.00|      26.00000       2600.00|      18.70000        1870.00
  GRAVEL SURFACE COURSE                   |                            |                            |
0020 3016.21                2573.000  m2  |      33.15000      85294.95|      28.50000      73330.50|      34.40000       88511.20
  CONCRETE CLASS 47B-20 SIDEWALKS         |                            |                            |
0021 3020.26                1596.000  m2  |      39.78000      63488.88|      32.00000      51072.00|      41.20000       65755.20
  CONCRETE CLASS 47B-25 DRIVEWAY          |                            |                            |
0022 3075.42                2054.700  m2  |      36.18000      74339.05|      35.87000      73702.09|      35.33000       72592.55
  230 mm CONCRETE PAVEMENT, CLASS 47B-25  |                            |                            |
0023 3075.46               17050.000  m2  |      35.25000     601012.50|      39.90000     680295.00|      37.55000      640227.50
  230 mm DOWELED CONCRETE PAVEMENT, CLASS |                            |                            |
  47B-25                                  |                            |                            |
0024 3089.25                3826.000  m2  |      31.43000     120251.18|      38.00000     145388.00|      37.70000      144240.20
  TEMPORARY SURFACING                     |                            |                            |
0025 3300.65                  10.000  EACH|      91.80000        918.00|     140.00000       1400.00|      49.90000         499.00
  CONCRETE PAVEMENT THICKNESS CORE        |                            |                            |
0026 4024.55                  12.500  m   |     158.10000       1976.25|     155.00000       1937.50|     110.50000        1381.25
  FLUME SPILLWAY                          |                            |                            |
0027 4024.70                   3.000  EACH|    2142.00000       6426.00|    2100.00000       6300.00|     921.60000        2764.80
  CONCRETE FLUME, TYPE I                  |                            |                            |
0028 7492.05                3250.000  m   |       3.06000       9945.00|       3.00000       9750.00|       3.20000       10400.00
  100 mm YELLOW THERMOPLASTIC, TYPE C     |                            |                            |
0029 7492.12                  70.000  m   |       7.14000        499.80|       7.00000        490.00|       7.40000         518.00
  300 mm YELLOW THERMOPLASTIC, TYPE C     |                            |                            |
0030 7500.26                  20.000  EACH|     255.00000       5100.00|     240.00000       4800.00|     264.40000        5288.00
  LEFT ARROW, PREFORMED PAVEMENT MARKING, |                            |                            |
  TYPE 4                                  |                            |                            |
0031 7512.14                  70.000  m   |      12.75000        892.50|      50.00000       3500.00|      13.20000         924.00
  600 mm WHITE PREFORMED PAVEMENT MARKING,|                            |                            |
   TYPE 4, GROOVED                        |                            |                            |
0032 9111.00                 355.000  kL  |       4.08000       1448.40|       1.00000        355.00|       2.00000         710.00
  WATER                                   |                            |                            |
0033 9170.00                  27.200  StaM|     429.42000      11680.22|    1500.00000      40800.00|     399.10000       10855.52
  EARTH SHOULDER CONSTRUCTION             |                            |                            |
0034 9173.20               20700.000  m2  |       0.94000      19458.00|       1.40000      28980.00|       1.32000       27324.00
  SUBGRADE PREPARATION                    |                            |                            |
                                                      NEBRASKA DEPARTMENT OF ROADS                             DATE : 06/27/02
                                                                                                               PAGE : 12
                                                         TABULATION OF BIDS

     CALL ORDER   : F09                     CONTRACT ID : 4666X                         COUNTIES : GREELEY
        LETTING DATE : 06/27/02  1:30 pm        DISTRICT    : 4
                                                                                      PROJECT(S) : EACSTPD-22-4(107)



====================================================================================================================================
                                          |(4) 3606                    |(5) 2126                    |(6) 1613
                                          |DOBSON BROTHERS CONSTRUCTION|CEMENT PRODUCTS, INC.       |COLLINS CONTRACTING COMPANY,
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
     SECTION TOTALS                       |             $  1,142,856.29|             $  1,250,022.79|                $  1,209,294.36
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003   GROUP 4 CULVERTS
                                          |                            |                            |
0035 P700.15                 199.500  m   |      72.42000      14447.79|      71.00000      14164.50|      70.30000       14024.85
  375 mm STORM SEWER PIPE, TYPE 1,7 OR 8  |                            |                            |
0036 P700.18                 528.500  m   |      84.66000      44742.81|      83.00000      43865.50|      82.90000       43812.65
  450 mm STORM SEWER PIPE, TYPE 1,7 OR 8  |                            |                            |
0037 P700.24                 205.000  m   |     107.10000      21955.50|     105.00000      21525.00|     114.40000       23452.00
  600 mm STORM SEWER PIPE, TYPE 1,7 OR 8  |                            |                            |
0038 P700.30                 156.500  m   |     154.02000      24104.13|     151.00000      23631.50|     159.70000       24993.05
  750 mm STORM SEWER PIPE, TYPE 1,7 OR 8  |                            |                            |
0039 P700.36                 330.000  m   |     193.80000      63954.00|     190.00000      62700.00|     198.70000       65571.00
  900 mm STORM SEWER PIPE, TYPE 1,7 OR 8  |                            |                            |
0040 P775.36                 451.000  m   |     238.68000     107644.68|     234.00000     105534.00|     632.90000      285437.90
  900 mm ROUND EQUIVALENT STORM SEWER     |                            |                            |
  PIPE, TYPE 1                            |                            |                            |
0041 0030.40                          LUMP|   35000.00000      35000.00|   26000.00000      26000.00|    6983.80000        6983.80
  MOBILIZATION                            |                            |                            |
0042 1119.00                   5.000  EACH|     102.00000        510.00|     100.00000        500.00|     299.30000        1496.50
  REMOVE INLET                            |                            |                            |
0043 4002.00                4198.000  kg  |       3.06000      12845.88|       3.00000      12594.00|       3.70000       15532.60
  CAST IRON COVER AND FRAME               |                            |                            |
0044 4004.50                1689.000  kg  |       3.06000       5168.34|       3.00000       5067.00|       4.10000        6924.90
  CAST IRON GRATE AND FRAME               |                            |                            |
0045 4005.00                 624.000  kg  |       3.06000       1909.44|       3.00000       1872.00|       4.50000        2808.00
  CAST IRON RING AND COVER                |                            |                            |
0046 4015.50                   2.000  EACH|     867.00000       1734.00|     850.00000       1700.00|    1434.00000        2868.00
  RECONSTRUCT MANHOLE                     |                            |                            |
0047 4016.00                   1.000  EACH|    1275.00000       1275.00|    1250.00000       1250.00|    1400.00000        1400.00
  MANHOLE AT STA. 100+22.60, 7.26 m LT.   |                            |                            |
0048 4016.01                   1.000  EACH|    1275.00000       1275.00|    1250.00000       1250.00|    1400.00000        1400.00
  MANHOLE AT STA. 107+03.15, 7.02 m LT.   |                            |                            |
0049 4016.02                   1.000  EACH|    1275.00000       1275.00|    1250.00000       1250.00|    1400.00000        1400.00
  MANHOLE AT STA. 108+02.51, 7.02 m LT.   |                            |                            |
0050 4016.03                   1.000  EACH|    1275.00000       1275.00|    1250.00000       1250.00|    1400.00000        1400.00
  MANHOLE AT STA. 109+04.64, 7.02 m LT.   |                            |                            |
0051 4016.04                   1.000  EACH|    1275.00000       1275.00|    1250.00000       1250.00|    1400.00000        1400.00
  MANHOLE AT STA. 109+18.00, 7.02 m LT.   |                            |                            |
0052 4016.05                   1.000  EACH|    1275.00000       1275.00|    1250.00000       1250.00|    1400.00000        1400.00
  MANHOLE AT STA, 110+03.99, 7.15 m LT.   |                            |                            |
                                                      NEBRASKA DEPARTMENT OF ROADS                             DATE : 06/27/02
                                                                                                               PAGE : 13
                                                         TABULATION OF BIDS

     CALL ORDER   : F09                     CONTRACT ID : 4666X                         COUNTIES : GREELEY
        LETTING DATE : 06/27/02  1:30 pm        DISTRICT    : 4
                                                                                      PROJECT(S) : EACSTPD-22-4(107)



====================================================================================================================================
                                          |(4) 3606                    |(5) 2126                    |(6) 1613
                                          |DOBSON BROTHERS CONSTRUCTION|CEMENT PRODUCTS, INC.       |COLLINS CONTRACTING COMPANY,
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0053 4016.06                   1.000  EACH|    3060.00000       3060.00|    3000.00000       3000.00|    1400.00000        1400.00
  MANHOLE AT STA. 110+16.80, 7.15 m LT.   |                            |                            |
0054 4016.07                   1.000  EACH|    3060.00000       3060.00|    3000.00000       3000.00|    1400.00000        1400.00
  MANHOLE AT STA. 110+69.00, 7.15 m LT.   |                            |                            |
0055 4016.08                   1.000  EACH|    3060.00000       3060.00|    3000.00000       3000.00|    1400.00000        1400.00
  MANHOLE AT STA. 111+06.00, 7.15 m LT.   |                            |                            |
0056 4016.09                   1.000  EACH|    1275.00000       1275.00|    1250.00000       1250.00|    1400.00000        1400.00
  MANHOLE AT STA. 109+95.00, 7.13 m RT.   |                            |                            |
0057 4016.10                   1.000  EACH|    1275.00000       1275.00|    1250.00000       1250.00|    1400.00000        1400.00
  MANHOLE AT STA. 110+25.00, 7.13 m RT.   |                            |                            |
0058 4016.11                   1.000  EACH|    1275.00000       1275.00|    1250.00000       1250.00|    1400.00000        1400.00
  MANHOLE AT STA. 110+58.00, 7.13 m RT.   |                            |                            |
0059 4016.12                   1.000  EACH|    1275.00000       1275.00|    1250.00000       1250.00|    1400.00000        1400.00
  MANHOLE AT STA. 111+03.50, 7.11 m RT.   |                            |                            |
0060 4040.00                  11.000  EACH|     102.00000       1122.00|     100.00000       1100.00|      89.80000         987.80
  REMOVE HEADWALLS FROM CULVERTS          |                            |                            |
0061 4043.50                 173.000  m   |      19.89000       3440.97|      19.50000       3373.50|      32.70000        5657.10
  REMOVE SEWER PIPE                       |                            |                            |
0062 4050.01                  87.000  m3  |       5.10000        443.70|       5.00000        435.00|       8.00000         696.00
  EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,|                            |                            |
   AND HEADWALLS                          |                            |                            |
0063 4105.59                 108.520  m3  |     520.20000      56452.10|     510.00000      55345.20|     523.60000       56821.07
  CLASS 47B-20 CONCRETE FOR INLET AND     |                            |                            |
  JUNCTION BOX                            |                            |                            |
0064 4155.50                4390.000  kg  |       1.48000       6497.20|       1.45000       6365.50|       1.80000        7902.00
  REINFORCING STEEL FOR INLET AND         |                            |                            |
  JUNCTION BOX                            |                            |                            |
0065 4310.15                   1.000  EACH|     306.00000        306.00|     300.00000        300.00|     350.00000         350.00
  375 mm FLARED-END SECTION               |                            |                            |
0066 4310.24                   1.000  EACH|     346.80000        346.80|     340.00000        340.00|     535.00000         535.00
  600 mm FLARED-END SECTION               |                            |                            |
0067 4310.36                   1.000  EACH|     591.60000        591.60|     580.00000        580.00|     809.00000         809.00
  900 mm FLARED-END SECTION               |                            |                            |
0068 4320.36                   3.000  EACH|     765.00000       2295.00|     750.00000       2250.00|     963.00000        2889.00
  900 mm ROUND EQUIVALENT FLARED-END      |                            |                            |
  SECTION                                 |                            |                            |
     SECTION TOTALS                       |             $    427,441.94|             $    410,742.70|                $    588,752.22
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004   GROUP 4A WATER MAIN WORK
                                          |                            |                            |
                                                      NEBRASKA DEPARTMENT OF ROADS                             DATE : 06/27/02
                                                                                                               PAGE : 14
                                                         TABULATION OF BIDS

     CALL ORDER   : F09                     CONTRACT ID : 4666X                         COUNTIES : GREELEY
        LETTING DATE : 06/27/02  1:30 pm        DISTRICT    : 4
                                                                                      PROJECT(S) : EACSTPD-22-4(107)



====================================================================================================================================
                                          |(4) 3606                    |(5) 2126                    |(6) 1613
                                          |DOBSON BROTHERS CONSTRUCTION|CEMENT PRODUCTS, INC.       |COLLINS CONTRACTING COMPANY,
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0069 W100.00                  41.000  EACH|     142.80000       5854.80|     140.00000       5740.00|     120.20000        4928.20
  CURB STOP AND BOX                       |                            |                            |
0070 W176.55                 475.500  m   |      40.80000      19400.40|      40.00000      19020.00|      30.90000       14692.95
  19 mm POLYETHYLENE PIPE                 |                            |                            |
0071 W176.58                   4.000  m   |     163.20000        652.80|     160.00000        640.00|      31.30000         125.20
  50 mm POLYETHYLENE PIPE                 |                            |                            |
0072 W219.66                  13.000  EACH|     515.10000       6696.30|     505.00000       6565.00|     630.00000        8190.00
  150 mm GATE VALVE AND BOX               |                            |                            |
0073 W219.68                  22.000  EACH|     669.12000      14720.64|     656.00000      14432.00|     850.00000       18700.00
  200 mm GATE VALVE AND BOX               |                            |                            |
0074 W222.00                   8.000  EACH|    1326.00000      10608.00|    1300.00000      10400.00|    2000.00000       16000.00
  FIRE HYDRANT                            |                            |                            |
0075 W356.12                   4.000  EACH|     116.28000        465.12|     114.00000        456.00|     140.40000         561.60
  150 mm X 150 mm TEE                     |                            |                            |
0076 W356.14                   8.000  EACH|     173.40000       1387.20|     170.00000       1360.00|     186.40000        1491.20
  200 mm X 150 mm TEE                     |                            |                            |
0077 W356.16                   6.000  EACH|     173.40000       1040.40|     170.00000       1020.00|     204.80000        1228.80
  200 mm X 200 mm TEE                     |                            |                            |
0078 W356.50                   2.000  EACH|     234.60000        469.20|     230.00000        460.00|     282.40000         564.80
  CROSS 200 mm                            |                            |                            |
0079 W357.14                   6.000  EACH|      81.60000        489.60|      80.00000        480.00|      63.20000         379.20
  100 mm - 45 DEGREE BEND                 |                            |                            |
0080 W357.16                   2.000  EACH|      91.80000        183.60|      90.00000        180.00|      99.40000         198.80
  150 mm - 45 DEGREE BEND                 |                            |                            |
0081 W357.40                  16.000  EACH|     109.14000       1746.24|     107.00000       1712.00|     133.90000        2142.40
  200 mm - 45 DEGREE BEND                 |                            |                            |
0082 W358.18                   4.000  EACH|      83.64000        334.56|      82.00000        328.00|     102.00000         408.00
  200 mm X 150 mm REDUCER                 |                            |                            |
0083 W358.19                   6.000  EACH|      71.40000        428.40|      70.00000        420.00|     139.40000         836.40
  200 mm X 100 mm REDUCER                 |                            |                            |
0084 W724.75                   8.000  EACH|     459.00000       3672.00|     450.00000       3600.00|     500.00000        4000.00
  CONNECT TO WATER MAIN                   |                            |                            |
0085 0030.40                          LUMP|   12500.00000      12500.00|   26000.00000      26000.00|    6984.00000        6984.00
  MOBILIZATION                            |                            |                            |
0086 4796.00                   6.000  EACH|      25.50000        153.00|      25.00000        150.00|      64.30000         385.80
  150 mm PLUG                             |                            |                            |
0087 4796.01                   2.000  EACH|      35.70000         71.40|      35.00000         70.00|     102.90000         205.80
  200 mm PLUG                             |                            |                            |
0088 4803.04                   8.200  m   |      55.08000        451.66|      54.00000        442.80|      49.20000         403.44
  100 mm P.V.C. PIPE                      |                            |                            |
                                                      NEBRASKA DEPARTMENT OF ROADS                             DATE : 06/27/02
                                                                                                               PAGE : 15
                                                         TABULATION OF BIDS

     CALL ORDER   : F09                     CONTRACT ID : 4666X                         COUNTIES : GREELEY
        LETTING DATE : 06/27/02  1:30 pm        DISTRICT    : 4
                                                                                      PROJECT(S) : EACSTPD-22-4(107)



====================================================================================================================================
                                          |(4) 3606                    |(5) 2126                    |(6) 1613
                                          |DOBSON BROTHERS CONSTRUCTION|CEMENT PRODUCTS, INC.       |COLLINS CONTRACTING COMPANY,
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0089 4803.06                 246.000  m   |      46.92000      11542.32|      46.00000      11316.00|      41.90000       10307.40
  150 mm P.V.C. PIPE                      |                            |                            |
0090 4803.08                 835.250  m   |      49.98000      41745.80|      49.00000      40927.25|      52.50000       43850.63
  200 mm P.V.C. PIPE                      |                            |                            |
0091 4805.16                 112.800  m   |     138.72000      15647.62|     136.00000      15340.80|     392.00000       44217.60
  400 mm STEEL CASING                     |                            |                            |
     SECTION TOTALS                       |             $    150,261.06|             $    161,059.85|                $    180,802.22
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005   GROUP 8B ELECTRICAL
                                          |                            |                            |
0092 A001.12                  13.000  EACH|     270.30000       3513.90|     400.00000       5200.00|     277.50000        3607.50
  PULL BOX, TYPE PB-5                     |                            |                            |
0093 A009.08                  11.000  EACH|    1401.48000      15416.28|    1300.00000      14300.00|    1438.60000       15824.60
  STREET LIGHTING UNIT, TYPE              |                            |                            |
  SL-A-12.2-1.8-0.25                      |                            |                            |
0094 A009.09                  12.000  EACH|    1401.48000      16817.76|    1400.00000      16800.00|    1438.60000       17263.20
  STREET LIGHTING UNIT TYPE               |                            |                            |
  SL-A-12.2-2.4-0.25                      |                            |                            |
0095 A009.14                   1.000  EACH|    1605.48000       1605.48|    1600.00000       1600.00|    1648.00000        1648.00
  STREET LIGHTING UNIT, TYPE              |                            |                            |
  SL-BT-12.2-3.7-0.25                     |                            |                            |
0096 A020.30                   1.000  EACH|     642.60000        642.60|    1226.00000       1226.00|     659.60000         659.60
  LIGHTING CONTROL CENTER, TYPE R         |                            |                            |
0097 A070.10                 980.000  m   |       8.16000       7996.80|       5.50000       5390.00|       8.40000        8232.00
  38 mm CONDUIT IN TRENCH                 |                            |                            |
0098 A072.10                 349.000  m   |       8.16000       2847.84|       7.50000       2617.50|       8.40000        2931.60
  38 mm CONDUIT UNDER ROADWAY             |                            |                            |
0099 A080.22                1329.000  m   |       1.38000       1834.02|       1.50000       1993.50|       1.40000        1860.60
  STREET LIGHTING CABLE, NO. 6 BARE       |                            |                            |
0100 A080.24                2658.000  m   |       1.84000       4890.72|       1.60000       4252.80|       1.90000        5050.20
  STREET LIGHTING CABLE, NO. 6 USE        |                            |                            |
0101 0030.80                          LUMP|    4500.00000       4500.00|   12459.00000      12459.00|    1047.00000        1047.00
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $     60,065.40|             $     65,838.80|                $     58,124.30
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006   GROUP 10 GENERAL ITEMS
                                          |                            |                            |
0102 0001.08                9100.000  BDAY|       0.50000       4550.00|       0.50000       4550.00|       0.50000        4550.00
  BARRICADE, TYPE II                      |                            |                            |
0103 0001.10                5629.000  BDAY|       0.92000       5178.68|       0.90000       5066.10|       0.95000        5347.55
  BARRICADE, TYPE III                     |                            |                            |
                                                      NEBRASKA DEPARTMENT OF ROADS                             DATE : 06/27/02
                                                                                                               PAGE : 16
                                                         TABULATION OF BIDS

     CALL ORDER   : F09                     CONTRACT ID : 4666X                         COUNTIES : GREELEY
        LETTING DATE : 06/27/02  1:30 pm        DISTRICT    : 4
                                                                                      PROJECT(S) : EACSTPD-22-4(107)



====================================================================================================================================
                                          |(4) 3606                    |(5) 2126                    |(6) 1613
                                          |DOBSON BROTHERS CONSTRUCTION|CEMENT PRODUCTS, INC.       |COLLINS CONTRACTING COMPANY,
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0104 0001.30                 418.000  LDAY|       1.22000        509.96|       1.20000        501.60|       1.27000         530.86
  TYPE B HIGH INTENSITY WARNING LIGHT     |                            |                            |
0105 0001.90                9206.000  EACH|       0.41000       3774.46|       0.40000       3682.40|       0.42000        3866.52
  SIGN DAY                                |                            |                            |
0106 0003.10                  40.000  DAY |     184.08000       7363.20|     300.00000      12000.00|     169.60000        6784.00
  FLAGGING                                |                            |                            |
0107 0010.04                   1.000  EACH|    4256.44000       4256.44|    5000.00000       5000.00|    4500.00000        4500.00
  FIELD OFFICE                            |                            |                            |
0108 0030.00                          LUMP|    2500.00000       2500.00|    7500.00000       7500.00|    3038.55000        3038.55
  MOBILIZATION                            |                            |                            |
0109 9110.01                  15.000  HOUR|      67.97000       1019.55|      60.00000        900.00|      68.00000        1020.00
  RENTAL OF LOADER, FULLY OPERATED        |                            |                            |
0110 9110.03                  15.000  HOUR|      54.97000        824.55|      60.00000        900.00|      52.00000         780.00
  RENTAL OF DUMP TRUCK, FULLY OPERATED    |                            |                            |
0111 9110.06                  15.000  HOUR|      74.40000       1116.00|      60.00000        900.00|      64.00000         960.00
  RENTAL OF BACKHOE, FULLY OPERATED       |                            |                            |
0112 9110.07                  15.000  HOUR|      48.22000        723.30|      60.00000        900.00|      48.00000         720.00
  RENTAL OF SKID LOADER, FULLY OPERATED   |                            |                            |
     SECTION TOTALS                       |             $     31,816.14|             $     41,900.10|                $     32,097.48
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  1,975,763.41|             $  2,129,001.51|                $  2,244,744.27
====================================================================================================================================