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Contract Letting February 07, 2002

 
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 02/07/02
                                                                                                             PAGE : 2
                                                          VENDOR RANKING

     CALL ORDER   : F14                     CONTRACT ID : 3339                          COUNTIES : KNOX
       LETTING DATE : 02/07/02                DISTRICT    :  3
                                                                                            PROJECT(S) : EACSTPD-14-4(107)
     CONTRACT DESCRIPTION :
     ON N-14 SOUTH OF VERDIGRE.

  --------------------------------------------------------------------------------------------------------------------------
      VENDOR NO.           BID NOTES
  --------------------------------------------------------------------------------------------------------------------------
        0574               THE TOTAL AMOUNT OF WORK WHICH WILL BE ACCEPTED IN THIS
        0574               LETTING IS LIMITED TO $10,000,000.00 (TEN MILLION).

  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   0083           WERNER CONSTRUCTION, INC.                                              $  2,308,102.85     100.0000%
   2   0574           CONSTRUCTORS, INC.                                                     $  2,308,552.07     100.0194%
   3   0477           WESTERN ENGINEERING COMPANY, INC.                                      $  2,345,735.00     101.6304%
   4   1661           U.S. ASPHALT CO.                                                       $  2,385,069.75     103.3346%
   5   0875           BROWER CONSTRUCTION CO.                                                $  2,410,826.96     104.4505%
   6   0086           HENNINGSEN CONST., INC.                                                $  2,455,893.25     106.4031%
   7   3606           DOBSON BROTHERS CONSTRUCTION COMPANY AND AFFILIATES                    $  2,628,445.14     113.8790%
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 02/07/02
                                                                                                             PAGE : 3
                                                        TABULATION OF BIDS

     CALL ORDER   : F14                    CONTRACT ID : 3339                         COUNTIES : KNOX
       LETTING DATE : 02/07/02  1:30 PM       DISTRICT    :  3
                                                                                      PROJECT(S) : EACSTPD-14-4(107)



====================================================================================================================================
                                          |(1) 0083                    |(2) 0574                    |(3) 0477
                                          |WERNER CONSTRUCTION, INC.   |CONSTRUCTORS, INC.          |WESTERN ENGINEERING COMPANY,
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   GROUP 1 GRADING
                                          |                            |                            |
0001 L006.50                   1.000  ha  |     500.00000        500.00|     505.00000        505.00|    1000.00000        1000.00
  TEMPORARY SEEDING                       |                            |                            |
0002 L020.01                 887.000  m2  |       5.75000       5100.25|       5.80000       5144.60|       6.15000        5455.05
  EROSION CONTROL, TYPE A                 |                            |                            |
0003 L020.08                 423.000  m2  |       5.20000       2199.60|       5.25000       2220.75|       6.25000        2643.75
  EROSION CONTROL, TYPE AA                |                            |                            |
0004 L020.09                 729.000  m2  |      13.00000       9477.00|      13.25000       9659.25|      13.25000        9659.25
  EROSION CONTROL, TYPE AAA               |                            |                            |
0005 L020.10                 504.000  m2  |       1.65000        831.60|       1.65000        831.60|       1.75000         882.00
  EROSION CONTROL, TYPE HV                |                            |                            |
0006 L021.06                  12.000  BALE|      15.00000        180.00|      15.30000        183.60|      12.50000         150.00
  EROSION CHECKS, TYPE HV                 |                            |                            |
0007 L021.11                  54.000  BALE|      17.00000        918.00|      17.40000        939.60|      27.50000        1485.00
  EROSION CHECKS, TYPE ST-A               |                            |                            |
0008 L021.21                  24.000  BALE|      17.00000        408.00|      17.40000        417.60|      20.00000         480.00
  EROSION CHECKS, TYPE AA                 |                            |                            |
0009 L021.22                  12.000  BALE|      16.00000        192.00|      16.15000        193.80|      27.50000         330.00
  EROSION CHECKS, TYPE AAA                |                            |                            |
0010 L022.11                 365.000  m   |       6.20000       2263.00|       6.25000       2281.25|       6.75000        2463.75
  FABRIC SILT FENCE-LOW POROSITY          |                            |                            |
0011 L022.25                 266.000  m   |       6.25000       1662.50|       6.25000       1662.50|      12.50000        3325.00
  FABRIC SILT FENCE, TYPE COIR FIBER      |                            |                            |
0012 L022.75                  58.000  m   |      27.00000       1566.00|      27.40000       1589.20|      22.00000        1276.00
  TEMPORARY SILT CHECK                    |                            |                            |
0013 0030.10                          LUMP|    8500.00000       8500.00|    6000.00000       6000.00|    5500.00000        5500.00
  MOBILIZATION                            |                            |                            |
0014 1009.00                          LUMP|    2200.00000       2200.00|    3450.00000       3450.00|    2500.00000        2500.00
  GENERAL CLEARING AND GRUBBING           |                            |                            |
0015 1010.01               11727.000  m3  |       3.92000      45969.84|       4.00000      46908.00|       3.95000       46321.65
  EXCAVATION (ESTABLISHED QUANTITY)       |                            |                            |
0016 1011.00                1185.000  kL  |       1.00000       1185.00|       1.00000       1185.00|       1.00000        1185.00
  WATER                                   |                            |                            |
0017 1012.00                   9.000  EACH|      60.00000        540.00|      61.00000        549.00|      60.00000         540.00
  RIGHT-OF-WAY MARKERS                    |                            |                            |
0018 1030.00               15927.000  m3  |       3.92000      62433.84|       4.00000      63708.00|       3.95000       62911.65
  EARTHWORK MEASURED IN EMBANKMENT        |                            |                            |
0019 1102.00                6877.000  m2  |       2.39000      16436.03|       2.40000      16504.80|       2.40000       16504.80
  REMOVE ASPHALT SURFACE                  |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 02/07/02
                                                                                                             PAGE : 4
                                                        TABULATION OF BIDS

     CALL ORDER   : F14                    CONTRACT ID : 3339                         COUNTIES : KNOX
       LETTING DATE : 02/07/02  1:30 PM       DISTRICT    :  3
                                                                                      PROJECT(S) : EACSTPD-14-4(107)



====================================================================================================================================
                                          |(1) 0083                    |(2) 0574                    |(3) 0477
                                          |WERNER CONSTRUCTION, INC.   |CONSTRUCTORS, INC.          |WESTERN ENGINEERING COMPANY,
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 1106.00                 396.000  m2  |       3.00000       1188.00|       3.05000       1207.80|       3.00000        1188.00
  REMOVE DRIVEWAY                         |                            |                            |
0021 1109.00                 155.200  m   |       7.00000       1086.40|       7.15000       1109.68|       7.00000        1086.40
  REMOVE CURB                             |                            |                            |
0022 1300.24                  36.500  m   |      35.00000       1277.50|      35.15000       1282.98|      35.00000        1277.50
  600 mm DRIVEWAY CULVERT PIPE TYPE 3,4   |                            |                            |
  OR 5                                    |                            |                            |
0023 1701.24                  36.500  m   |      35.00000       1277.50|      35.20000       1284.80|      35.00000        1277.50
  600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, |                            |                            |
  4,5,6,7 OR 8                            |                            |                            |
     SECTION TOTALS                       |             $    167,392.06|             $    168,818.81|                $    169,442.30
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002   GROUP 4 CULVERT
                                          |                            |                            |
0024 P300.24                  12.300  m   |      67.00000        824.10|      66.00000        811.80|      67.00000         824.10
  600 mm CULVERT PIPE, TYPE 3,4 OR 5      |                            |                            |
0025 0030.40                          LUMP|     500.00000        500.00|    1015.00000       1015.00|     600.00000         600.00
  MOBILIZATION                            |                            |                            |
0026 4035.25                   3.000  EACH|     175.00000        525.00|      97.00000        291.00|     175.00000         525.00
  REMOVE AND SALVAGE FLARED-END SECTION   |                            |                            |
0027 4050.01                   5.000  m3  |      50.00000        250.00|      25.25000        126.25|      50.00000         250.00
  EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,|                            |                            |
   AND HEADWALLS                          |                            |                            |
0028 4362.24                   3.000  EACH|     275.00000        825.00|     225.00000        675.00|     275.00000         825.00
  INSTALL 600 mm METAL FLARED-END SECTION |                            |                            |
     SECTION TOTALS                       |             $      2,924.10|             $      2,919.05|                $      3,024.10
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003   GROUP 5 SEEDING
                                          |                            |                            |
0029 L001.01                   1.500  ha  |    1323.00000       1984.50|    1350.00000       2025.00|    1650.00000        2475.00
  SEEDING, TYPE A                         |                            |                            |
0030 L001.02                  11.000  ha  |    1289.00000      14179.00|    1300.00000      14300.00|    1075.00000       11825.00
  SEEDING, TYPE B                         |                            |                            |
0031 L020.02                1254.000  m2  |       1.60000       2006.40|       1.64000       2056.56|       1.75000        2194.50
  EROSION CONTROL, TYPE B                 |                            |                            |
0032 L032.75                  62.500  Mg  |      55.00000       3437.50|      56.00000       3500.00|      80.00000        5000.00
  MULCH                                   |                            |                            |
0033 0030.50                          LUMP|     500.00000        500.00|     715.00000        715.00|    1600.00000        1600.00
  MOBILIZATION                            |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 02/07/02
                                                                                                             PAGE : 5
                                                        TABULATION OF BIDS

     CALL ORDER   : F14                    CONTRACT ID : 3339                         COUNTIES : KNOX
       LETTING DATE : 02/07/02  1:30 PM       DISTRICT    :  3
                                                                                      PROJECT(S) : EACSTPD-14-4(107)



====================================================================================================================================
                                          |(1) 0083                    |(2) 0574                    |(3) 0477
                                          |WERNER CONSTRUCTION, INC.   |CONSTRUCTORS, INC.          |WESTERN ENGINEERING COMPANY,
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
     SECTION TOTALS                       |             $     22,107.40|             $     22,596.56|                $     23,094.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004   GROUP 6 BRIDGE AT STA. 10401+39.4
               1 - 15.24M SPAN PRESTRESSESD CONCRETE GIRDER BRIDGE
                                          |                            |                            |
0034 0030.60                          LUMP|    5500.00000       5500.00|    7100.00000       7100.00|    6000.00000        6000.00
  MOBILIZATION                            |                            |                            |
0035 6007.01                 203.300  m2  |      48.00000       9758.40|      30.50000       6200.65|      49.00000        9961.70
  CLASS I REPAIR                          |                            |                            |
0036 6007.02                 101.600  m2  |     166.00000      16865.60|     225.00000      22860.00|     170.00000       17272.00
  CLASS II REPAIR                         |                            |                            |
0037 6007.03                   5.000  m2  |     400.00000       2000.00|     272.00000       1360.00|     450.00000        2250.00
  CLASS III REPAIR                        |                            |                            |
0038 6008.40                 203.300  m2  |      45.00000       9148.50|      81.00000      16467.30|      45.00000        9148.50
  PLACING, FINISHING, AND CURING CONCRETE |                            |                            |
  OVERLAY-SF                              |                            |                            |
0039 6010.26                   7.400  m3  |     800.00000       5920.00|     785.00000       5809.00|     800.00000        5920.00
  CLASS 47BD-30 CONCRETE FOR BRIDGE       |                            |                            |
0040 6016.02                  18.200  m3  |     560.00000      10192.00|     485.00000       8827.00|     560.00000       10192.00
  CONCRETE FOR OVERLAYS-SF                |                            |                            |
0041 6020.00                 704.000  kg  |       2.20000       1548.80|       2.05000       1443.20|       2.20000        1548.80
  REINFORCING STEEL FOR BRIDGE            |                            |                            |
     SECTION TOTALS                       |             $     60,933.30|             $     70,067.15|                $     62,293.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005   GROUP 7 GUARDRAIL
                                          |                            |                            |
0042 0030.70                          LUMP|    3040.00000       3040.00|    3100.00000       3100.00|    3200.00000        3200.00
  MOBILIZATION                            |                            |                            |
0043 7011.20                 152.400  m   |      33.88000       5163.31|      34.00000       5181.60|      34.00000        5181.60
  W-BEAM GUARDRAIL                        |                            |                            |
0044 7017.00                 226.000  m   |       6.30000       1423.80|       6.35000       1435.10|       6.30000        1423.80
  REMOVE GUARDRAIL                        |                            |                            |
0045 7017.50                1319.900  m   |       6.18000       8156.98|       6.30000       8315.37|       6.18000        8156.98
  REMOVE & SALVAGE GUARDRAIL              |                            |                            |
0046 7018.01                1235.000  m   |      10.47000      12930.45|      10.50000      12967.50|      10.50000       12967.50
  RESET GUARDRAIL                         |                            |                            |
0047 7020.00                   8.000  EACH|     958.75000       7670.00|     980.00000       7840.00|     960.00000        7680.00
  BRIDGE APPROACH SECTIONS                |                            |                            |
0048 7023.00                  12.000  EACH|    1272.00000      15264.00|    1300.00000      15600.00|    1272.00000       15264.00
  TERMINAL ANCHORAGE SECTIONS             |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 02/07/02
                                                                                                             PAGE : 6
                                                        TABULATION OF BIDS

     CALL ORDER   : F14                    CONTRACT ID : 3339                         COUNTIES : KNOX
       LETTING DATE : 02/07/02  1:30 PM       DISTRICT    :  3
                                                                                      PROJECT(S) : EACSTPD-14-4(107)



====================================================================================================================================
                                          |(1) 0083                    |(2) 0574                    |(3) 0477
                                          |WERNER CONSTRUCTION, INC.   |CONSTRUCTORS, INC.          |WESTERN ENGINEERING COMPANY,
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0049 7024.27                   8.000  EACH|    1486.75000      11894.00|    1500.00000      12000.00|    1490.00000       11920.00
  GUARDRAIL END TREATMENT, TYPE II        |                            |                            |
     SECTION TOTALS                       |             $     65,542.54|             $     66,439.57|                $     65,793.88
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006   GROUP 8B ELECTRICAL
                                          |                            |                            |
0050 A070.10                 114.000  m   |       8.00000        912.00|       8.20000        934.80|       8.00000         912.00
  38 mm CONDUIT IN TRENCH                 |                            |                            |
0051 A072.10                  48.000  m   |       8.00000        384.00|       8.20000        393.60|       8.00000         384.00
  38 mm CONDUIT UNDER ROADWAY             |                            |                            |
0052 A080.22                 148.000  m   |       1.00000        148.00|       1.00000        148.00|       1.00000         148.00
  STREET LIGHTING CABLE, NO. 6 BARE       |                            |                            |
0053 A080.24                 296.000  m   |       2.00000        592.00|       2.05000        606.80|       2.00000         592.00
  STREET LIGHTING CABLE, NO. 6 USE        |                            |                            |
0054 A700.20                   3.000  EACH|    1350.00000       4050.00|    1400.00000       4200.00|    1350.00000        4050.00
  RELOCATE STREET LIGHTING UNIT           |                            |                            |
0055 0030.81                          LUMP|     750.00000        750.00|     755.00000        755.00|    1000.00000        1000.00
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $      6,836.00|             $      7,038.20|                $      7,086.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007   GROUP 9 BITUMINOUS
                                          |                            |                            |
0056 P402.15                 201.300  m   |      73.50000      14795.55|      75.00000      15097.50|      74.00000       14896.20
  375 mm CULVERT PIPE, TYPE 3,4,5 OR 6    |                            |                            |
0057 0002.55                 463.000  StaM|      23.00000      10649.00|      19.75000       9144.25|      28.00000       12964.00
  OVERLAY BROKEN LINES                    |                            |                            |
0058 0002.60                 909.000  StaM|      26.00000      23634.00|      19.75000      17952.75|      28.00000       25452.00
  OVERLAY SOLID LINES                     |                            |                            |
0059 0030.90                          LUMP|   41500.00000      41500.00|   87279.39000      87279.39|   25000.00000       25000.00
  MOBILIZATION                            |                            |                            |
0060 1020.03                  58.000  EACH|      18.60000       1078.80|      18.70000       1084.60|      19.00000        1102.00
  DELINEATOR,  TYPE III                   |                            |                            |
0061 1020.20                  40.000  EACH|      24.50000        980.00|      25.00000       1000.00|      25.00000        1000.00
  INSTALL CHEVRONS                        |                            |                            |
0062 1033.00                   2.720  StaM|    2500.00000       6800.00|    2550.00000       6936.00|    2500.00000        6800.00
  ROADWAY GRADING                         |                            |                            |
0063 2001.00                 590.000  m3  |      10.57000       6236.30|      10.60000       6254.00|      10.60000        6254.00
  GRAVEL SURFACE COURSE                   |                            |                            |
0064 2009.10                   7.871  StaM|     200.00000       1574.20|     202.00000       1589.94|     200.00000        1574.20
  GRAVEL EMBEDMENT                        |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 02/07/02
                                                                                                             PAGE : 7
                                                        TABULATION OF BIDS

     CALL ORDER   : F14                    CONTRACT ID : 3339                         COUNTIES : KNOX
       LETTING DATE : 02/07/02  1:30 PM       DISTRICT    :  3
                                                                                      PROJECT(S) : EACSTPD-14-4(107)



====================================================================================================================================
                                          |(1) 0083                    |(2) 0574                    |(3) 0477
                                          |WERNER CONSTRUCTION, INC.   |CONSTRUCTORS, INC.          |WESTERN ENGINEERING COMPANY,
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0065 2020.00                  58.000  m2  |       7.50000        435.00|       5.15000        298.70|       3.00000         174.00
  SPECIAL SURFACE COURSE FOR MAILBOX      |                            |                            |
  TURNOUTS                                |                            |                            |
0066 2021.00                   2.000  EACH|      50.00000        100.00|      51.00000        102.00|      50.00000         100.00
  MAILBOX POST                            |                            |                            |
0067 3012.06                 153.700  m   |      75.70000      11635.09|      75.90000      11665.83|      76.00000       11681.20
  CONCRETE CLASS 47B-25 MEDIAN CURB       |                            |                            |
0068 3017.40                 146.000  m2  |      42.00000       6132.00|      42.50000       6205.00|      42.00000        6132.00
  CONCRETE CLASS 47B-20 MEDIAN SURFACING  |                            |                            |
0069 3019.23                   1.000  EACH|     650.00000        650.00|     665.00000        665.00|     650.00000         650.00
  CONCRETE CLASS 47B-25 ISLAND NOSE       |                            |                            |
0070 4024.55                  25.100  m   |     175.00000       4392.50|     177.00000       4442.70|     175.00000        4392.50
  FLUME SPILLWAY                          |                            |                            |
0071 4024.70                   3.000  EACH|    2500.00000       7500.00|    2550.00000       7650.00|    2500.00000        7500.00
  CONCRETE FLUME, TYPE I                  |                            |                            |
0072 4024.73                   6.000  EACH|    2650.00000      15900.00|    2700.00000      16200.00|    2650.00000       15900.00
  CONCRETE FLUME, TYPE IV                 |                            |                            |
0073 4763.26                  20.000  EACH|     200.00000       4000.00|     204.00000       4080.00|     200.00000        4000.00
  UNDERDRAIN HEADWALL                     |                            |                            |
0074 4764.35                 144.000  m   |      27.80000       4003.20|      28.00000       4032.00|      28.00000        4032.00
  100 mm PERFORATED PIPE UNDERDRAIN       |                            |                            |
0075 8022.00                  80.765  Mg  |     200.00000      16153.00|     132.00000      10660.98|     120.00000        9691.80
  HYDRATED LIME                           |                            |                            |
0076 8101.50                6009.000  m2  |       3.50000      21031.50|       4.40000      26439.60|       4.00000       24036.00
  STABILIZED SUBGRADE                     |                            |                            |
0077 8111.00                  16.743  StaM|     350.00000       5860.05|     450.00000       7534.35|     500.00000        8371.50
  SHOULDER SUBGRADE PREPARATION           |                            |                            |
0078 9000.75                 750.000  Mg  |      17.26000      12945.00|      15.00000      11250.00|      16.75000       12562.50
  ASPHALTIC CONCRETE FOR STATE            |                            |                            |
  MAINTENANCE PATCHING, TYPE SP2          |                            |                            |
0079 9005.00                1200.000  Mg  |      27.26000      32712.00|      40.00000      48000.00|      25.50000       30600.00
  ASPHALTIC CONCRETE FOR PATCHING, TYPE   |                            |                            |
  SP2                                     |                            |                            |
0080 9005.30               49590.000  Mg  |      17.26000     855923.40|      17.00000     843030.00|      18.50000      917415.00
  ASPHALTIC CONCRETE, TYPE SP2(12.5)      |                            |                            |
0081 9009.00                4331.000  m2  |       2.50000      10827.50|       3.60000      15591.60|       3.50000       15158.50
  PLACEMENT OF ASPHALTIC CONCRETE FOR     |                            |                            |
  DRIVEWAYS AND INTERSECTIONS             |                            |                            |
0082 9009.75                  84.000  m2  |      50.00000       4200.00|      43.00000       3612.00|      18.00000        1512.00
  TEMPORARY SURFACING                     |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 02/07/02
                                                                                                             PAGE : 8
                                                        TABULATION OF BIDS

     CALL ORDER   : F14                    CONTRACT ID : 3339                         COUNTIES : KNOX
       LETTING DATE : 02/07/02  1:30 PM       DISTRICT    :  3
                                                                                      PROJECT(S) : EACSTPD-14-4(107)



====================================================================================================================================
                                          |(1) 0083                    |(2) 0574                    |(3) 0477
                                          |WERNER CONSTRUCTION, INC.   |CONSTRUCTORS, INC.          |WESTERN ENGINEERING COMPANY,
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0083 9020.91                  40.500  Mg  |     173.00000       7006.50|     170.85000       6919.43|     175.00000        7087.50
  PERFORMANCE GRADED BINDER (64-22) FOR   |                            |                            |
  STATE MAINTENANCE PATCHING              |                            |                            |
0084 9021.01                2742.660  Mg  |     173.00000     474480.18|     170.85000     468583.46|     175.00000      479965.50
  PERFORMANCE GRADED BINDER (64-22)       |                            |                            |
0085 9030.00                1422.000  m   |       6.50000       9243.00|       8.50000      12087.00|      11.00000       15642.00
  CONSTRUCTING ASPHALTIC CONCRETE CURB    |                            |                            |
0086 9034.00                1284.000  m2  |       2.50000       3210.00|       2.40000       3081.60|       3.50000        4494.00
  PREPARATION OF INTERSECTIONS AND        |                            |                            |
  DRIVEWAYS                               |                            |                            |
0087 9053.00              109322.000  L   |       0.26000      28423.72|       0.18000      19677.96|       0.22000       24050.84
  TACK COAT                               |                            |                            |
0088 9111.00                 980.000  kL  |       2.50000       2450.00|       2.20000       2156.00|       2.00000        1960.00
  WATER                                   |                            |                            |
0089 9170.00                 293.329  StaM|     182.00000      53385.88|     184.00000      53972.54|     182.00000       53385.88
  EARTH SHOULDER CONSTRUCTION             |                            |                            |
0090 9173.15                 274.776  StaM|      32.50000       8930.22|     112.00000      30774.91|     125.00000       34347.00
  TRENCHED WIDENING                       |                            |                            |
0091 9179.23                 148.537  StaM|     515.00000      76496.56|     500.00000      74268.50|     535.00000       79467.30
  COLD MILLING, CLASS 3                   |                            |                            |
0092 9188.50                3960.000  m2  |      25.00000      99000.00|      11.50000      45540.00|      15.00000       59400.00
  SURFACING UNDER GUARDRAIL               |                            |                            |
0093 9300.50                  14.900  LS  |    4500.00000       4500.00|    3600.00000       3600.00|    2000.00000        2000.00
  ASPHALT PAVEMENT SMOOTHNESS TESTING     |                            |                            |
     SECTION TOTALS                       |             $  1,888,774.15|             $  1,888,459.59|                $  1,930,751.42
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0008   GROUP 10 GENERAL ITEMS
                                          |                            |                            |
0094 0001.08               31522.000  BDAY|       0.50000      15761.00|       0.50000      15761.00|       0.50000       15761.00
  BARRICADE, TYPE II                      |                            |                            |
0095 0001.10                1240.000  BDAY|       2.25000       2790.00|       1.23000       1525.20|       1.20000        1488.00
  BARRICADE, TYPE III                     |                            |                            |
0096 0001.30                 612.000  LDAY|       2.25000       1377.00|       1.02000        624.24|       1.00000         612.00
  TYPE B HIGH INTENSITY WARNING LIGHT     |                            |                            |
0097 0001.75                 630.000  EACH|       5.00000       3150.00|       4.05000       2551.50|       4.00000        2520.00
  TEMPORARY SIGN DAY                      |                            |                            |
0098 0001.90                7370.000  EACH|       0.50000       3685.00|       0.46000       3390.20|       0.45000        3316.50
  SIGN DAY                                |                            |                            |
0099 0002.30                 270.000  m   |       1.64000        442.80|       1.65000        445.50|       1.64000         442.80
  PAVEMENT MARKING REMOVAL                |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 02/07/02
                                                                                                             PAGE : 9
                                                        TABULATION OF BIDS

     CALL ORDER   : F14                    CONTRACT ID : 3339                         COUNTIES : KNOX
       LETTING DATE : 02/07/02  1:30 PM       DISTRICT    :  3
                                                                                      PROJECT(S) : EACSTPD-14-4(107)



====================================================================================================================================
                                          |(1) 0083                    |(2) 0574                    |(3) 0477
                                          |WERNER CONSTRUCTION, INC.   |CONSTRUCTORS, INC.          |WESTERN ENGINEERING COMPANY,
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0100 0002.39                4050.000  m   |       1.70000       6885.00|       1.75000       7087.50|       1.70000        6885.00
  TEMPORARY PAVEMENT MARKING, TYPE II     |                            |                            |
0101 0002.47                 175.000  m   |       4.50000        787.50|       4.60000        805.00|       4.50000         787.50
  TEMPORARY PAVEMENT MARKING SURFACE      |                            |                            |
  PREPARATION                             |                            |                            |
0102 0003.10                  90.000  DAY |     175.00000      15750.00|     175.00000      15750.00|     185.00000       16650.00
  FLAGGING                                |                            |                            |
0103 0003.20                  30.000  DAY |     275.00000       8250.00|     225.00000       6750.00|     290.00000        8700.00
  FURNISHING AND OPERATING PILOT VEHICLE  |                            |                            |
0104 0003.51                 117.000  m   |      75.00000       8775.00|      78.00000       9126.00|      50.00000        5850.00
  INSTALL CONCRETE PROTECTION BARRIER     |                            |                            |
0105 0003.56                 117.000  m   |      20.00000       2340.00|      16.00000       1872.00|      11.00000        1287.00
  RELOCATE CONCRETE PROTECTION BARRIER    |                            |                            |
0106 0010.04                   1.000  EACH|    1500.00000       1500.00|    2800.00000       2800.00|    4500.00000        4500.00
  FIELD OFFICE                            |                            |                            |
0107 0030.00                          LUMP|   10000.00000      10000.00|    3000.00000       3000.00|    5000.00000        5000.00
  MOBILIZATION                            |                            |                            |
0108 9110.01                  55.000  HOUR|      65.00000       3575.00|      53.00000       2915.00|      60.00000        3300.00
  RENTAL OF LOADER, FULLY OPERATED        |                            |                            |
0109 9110.02                  55.000  HOUR|      60.00000       3300.00|      65.00000       3575.00|      60.00000        3300.00
  RENTAL OF MOTOR GRADER, FULLY OPERATED  |                            |                            |
0110 9110.03                  55.000  HOUR|      50.00000       2750.00|      45.00000       2475.00|      40.00000        2200.00
  RENTAL OF DUMP TRUCK, FULLY OPERATED    |                            |                            |
0111 9110.07                  55.000  HOUR|      45.00000       2475.00|      32.00000       1760.00|      30.00000        1650.00
  RENTAL OF SKID LOADER, FULLY OPERATED   |                            |                            |
     SECTION TOTALS                       |             $     93,593.30|             $     82,213.14|                $     84,249.80
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  2,308,102.85|             $  2,308,552.07|                $  2,345,735.00
====================================================================================================================================
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 02/07/02
                                                                                                             PAGE : 10
                                                        TABULATION OF BIDS

     CALL ORDER   : F14                    CONTRACT ID : 3339                         COUNTIES : KNOX
       LETTING DATE : 02/07/02  1:30 PM       DISTRICT    :  3
                                                                                      PROJECT(S) : EACSTPD-14-4(107)



====================================================================================================================================
                                          |(4) 1661                    |(5) 0875                    |(6) 0086
                                          |U.S. ASPHALT CO.            |BROWER CONSTRUCTION CO.     |HENNINGSEN CONST., INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   GROUP 1 GRADING
                                          |                            |                            |
0001 L006.50                   1.000  ha  |    1233.74000       1233.74|    1000.00000       1000.00|    1000.00000        1000.00
  TEMPORARY SEEDING                       |                            |                            |
0002 L020.01                 887.000  m2  |       5.91000       5242.17|       6.15000       5455.05|       6.15000        5455.05
  EROSION CONTROL, TYPE A                 |                            |                            |
0003 L020.08                 423.000  m2  |       5.35000       2263.05|       6.25000       2643.75|       6.25000        2643.75
  EROSION CONTROL, TYPE AA                |                            |                            |
0004 L020.09                 729.000  m2  |      13.37000       9746.73|      13.25000       9659.25|      13.25000        9659.25
  EROSION CONTROL, TYPE AAA               |                            |                            |
0005 L020.10                 504.000  m2  |       1.70000        856.80|       1.75000        882.00|       1.75000         882.00
  EROSION CONTROL, TYPE HV                |                            |                            |
0006 L021.06                  12.000  BALE|      15.42000        185.04|      12.50000        150.00|      12.50000         150.00
  EROSION CHECKS, TYPE HV                 |                            |                            |
0007 L021.11                  54.000  BALE|      17.48000        943.92|      27.50000       1485.00|      27.50000        1485.00
  EROSION CHECKS, TYPE ST-A               |                            |                            |
0008 L021.21                  24.000  BALE|      17.48000        419.52|      20.00000        480.00|      20.00000         480.00
  EROSION CHECKS, TYPE AA                 |                            |                            |
0009 L021.22                  12.000  BALE|      16.45000        197.40|      27.50000        330.00|      27.50000         330.00
  EROSION CHECKS, TYPE AAA                |                            |                            |
0010 L022.11                 365.000  m   |       6.37000       2325.05|       6.75000       2463.75|       6.75000        2463.75
  FABRIC SILT FENCE-LOW POROSITY          |                            |                            |
0011 L022.25                 266.000  m   |       6.43000       1710.38|      12.50000       3325.00|      12.50000        3325.00
  FABRIC SILT FENCE, TYPE COIR FIBER      |                            |                            |
0012 L022.75                  58.000  m   |      27.76000       1610.08|      50.00000       2900.00|      50.00000        2900.00
  TEMPORARY SILT CHECK                    |                            |                            |
0013 0030.10                          LUMP|    6046.19000       6046.19|    5252.00000       5252.00|    5200.00000        5200.00
  MOBILIZATION                            |                            |                            |
0014 1009.00                          LUMP|    2261.86000       2261.86|    2222.00000       2222.00|    2200.00000        2200.00
  GENERAL CLEARING AND GRUBBING           |                            |                            |
0015 1010.01               11727.000  m3  |       4.03000      47259.81|       3.96000      46438.92|       3.92000       45969.84
  EXCAVATION (ESTABLISHED QUANTITY)       |                            |                            |
0016 1011.00                1185.000  kL  |       1.03000       1220.55|       1.01000       1196.85|       1.00000        1185.00
  WATER                                   |                            |                            |
0017 1012.00                   9.000  EACH|      61.69000        555.21|      60.60000        545.40|      60.00000         540.00
  RIGHT-OF-WAY MARKERS                    |                            |                            |
0018 1030.00               15927.000  m3  |       4.03000      64185.81|       3.96000      63070.92|       3.92000       62433.84
  EARTHWORK MEASURED IN EMBANKMENT        |                            |                            |
0019 1102.00                6877.000  m2  |       2.46000      16917.42|       2.41000      16573.57|       2.39000       16436.03
  REMOVE ASPHALT SURFACE                  |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 02/07/02
                                                                                                             PAGE : 11
                                                        TABULATION OF BIDS

     CALL ORDER   : F14                    CONTRACT ID : 3339                         COUNTIES : KNOX
       LETTING DATE : 02/07/02  1:30 PM       DISTRICT    :  3
                                                                                      PROJECT(S) : EACSTPD-14-4(107)



====================================================================================================================================
                                          |(4) 1661                    |(5) 0875                    |(6) 0086
                                          |U.S. ASPHALT CO.            |BROWER CONSTRUCTION CO.     |HENNINGSEN CONST., INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 1106.00                 396.000  m2  |       3.08000       1219.68|       3.03000       1199.88|       3.00000        1188.00
  REMOVE DRIVEWAY                         |                            |                            |
0021 1109.00                 155.200  m   |       7.20000       1117.44|       7.07000       1097.26|       7.00000        1086.40
  REMOVE CURB                             |                            |                            |
0022 1300.24                  36.500  m   |      35.98000       1313.27|      35.35000       1290.28|      35.00000        1277.50
  600 mm DRIVEWAY CULVERT PIPE TYPE 3,4   |                            |                            |
  OR 5                                    |                            |                            |
0023 1701.24                  36.500  m   |      35.98000       1313.27|      35.35000       1290.28|      35.00000        1277.50
  600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, |                            |                            |
  4,5,6,7 OR 8                            |                            |                            |
     SECTION TOTALS                       |             $    170,144.39|             $    170,951.16|                $    169,567.91
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002   GROUP 4 CULVERT
                                          |                            |                            |
0024 P300.24                  12.300  m   |      68.88000        847.22|      67.00000        824.10|      67.00000         824.10
  600 mm CULVERT PIPE, TYPE 3,4 OR 5      |                            |                            |
0025 0030.40                          LUMP|     514.06000        514.06|     500.00000        500.00|     500.00000         500.00
  MOBILIZATION                            |                            |                            |
0026 4035.25                   3.000  EACH|     179.92000        539.76|     175.00000        525.00|     175.00000         525.00
  REMOVE AND SALVAGE FLARED-END SECTION   |                            |                            |
0027 4050.01                   5.000  m3  |      51.41000        257.05|      50.00000        250.00|      50.00000         250.00
  EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,|                            |                            |
   AND HEADWALLS                          |                            |                            |
0028 4362.24                   3.000  EACH|     282.73000        848.19|     275.00000        825.00|     275.00000         825.00
  INSTALL 600 mm METAL FLARED-END SECTION |                            |                            |
     SECTION TOTALS                       |             $      3,006.28|             $      2,924.10|                $      2,924.10
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003   GROUP 5 SEEDING
                                          |                            |                            |
0029 L001.01                   1.500  ha  |    1360.20000       2040.30|    1650.00000       2475.00|    1650.00000        2475.00
  SEEDING, TYPE A                         |                            |                            |
0030 L001.02                  11.000  ha  |    1325.25000      14577.75|    1075.00000      11825.00|    1075.00000       11825.00
  SEEDING, TYPE B                         |                            |                            |
0031 L020.02                1254.000  m2  |       1.64000       2056.56|       1.75000       2194.50|       1.75000        2194.50
  EROSION CONTROL, TYPE B                 |                            |                            |
0032 L032.75                  62.500  Mg  |      56.55000       3534.38|      80.00000       5000.00|      80.00000        5000.00
  MULCH                                   |                            |                            |
0033 0030.50                          LUMP|     102.81000        102.81|    1500.00000       1500.00|    1500.00000        1500.00
  MOBILIZATION                            |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 02/07/02
                                                                                                             PAGE : 12
                                                        TABULATION OF BIDS

     CALL ORDER   : F14                    CONTRACT ID : 3339                         COUNTIES : KNOX
       LETTING DATE : 02/07/02  1:30 PM       DISTRICT    :  3
                                                                                      PROJECT(S) : EACSTPD-14-4(107)



====================================================================================================================================
                                          |(4) 1661                    |(5) 0875                    |(6) 0086
                                          |U.S. ASPHALT CO.            |BROWER CONSTRUCTION CO.     |HENNINGSEN CONST., INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
     SECTION TOTALS                       |             $     22,311.80|             $     22,994.50|                $     22,994.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004   GROUP 6 BRIDGE AT STA. 10401+39.4
               1 - 15.24M SPAN PRESTRESSESD CONCRETE GIRDER BRIDGE
                                          |                            |                            |
0034 0030.60                          LUMP|    5654.65000       5654.65|    5500.00000       5500.00|    5500.00000        5500.00
  MOBILIZATION                            |                            |                            |
0035 6007.01                 203.300  m2  |      49.35000      10032.86|      48.00000       9758.40|      48.00000        9758.40
  CLASS I REPAIR                          |                            |                            |
0036 6007.02                 101.600  m2  |     170.67000      17340.07|     166.00000      16865.60|     166.00000       16865.60
  CLASS II REPAIR                         |                            |                            |
0037 6007.03                   5.000  m2  |     411.25000       2056.25|     400.00000       2000.00|     400.00000        2000.00
  CLASS III REPAIR                        |                            |                            |
0038 6008.40                 203.300  m2  |      46.27000       9406.69|      45.00000       9148.50|      45.00000        9148.50
  PLACING, FINISHING, AND CURING CONCRETE |                            |                            |
  OVERLAY-SF                              |                            |                            |
0039 6010.26                   7.400  m3  |     822.50000       6086.50|     800.00000       5920.00|     800.00000        5920.00
  CLASS 47BD-30 CONCRETE FOR BRIDGE       |                            |                            |
0040 6016.02                  18.200  m3  |     575.75000      10478.65|     560.00000      10192.00|     560.00000       10192.00
  CONCRETE FOR OVERLAYS-SF                |                            |                            |
0041 6020.00                 704.000  kg  |       2.26000       1591.04|       2.20000       1548.80|       2.20000        1548.80
  REINFORCING STEEL FOR BRIDGE            |                            |                            |
     SECTION TOTALS                       |             $     62,646.71|             $     60,933.30|                $     60,933.30
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005   GROUP 7 GUARDRAIL
                                          |                            |                            |
0042 0030.70                          LUMP|    3125.48000       3125.48|    3070.40000       3070.40|    3040.00000        3040.00
  MOBILIZATION                            |                            |                            |
0043 7011.20                 152.400  m   |      34.83000       5308.09|      34.22000       5215.13|      33.88000        5163.31
  W-BEAM GUARDRAIL                        |                            |                            |
0044 7017.00                 226.000  m   |       6.48000       1464.48|       6.36000       1437.36|       6.30000        1423.80
  REMOVE GUARDRAIL                        |                            |                            |
0045 7017.50                1319.900  m   |       6.35000       8381.37|       6.24000       8236.18|       6.18000        8156.98
  REMOVE & SALVAGE GUARDRAIL              |                            |                            |
0046 7018.01                1235.000  m   |      10.76000      13288.60|      10.57000      13053.95|      10.47000       12930.45
  RESET GUARDRAIL                         |                            |                            |
0047 7020.00                   8.000  EACH|     985.71000       7885.68|     968.34000       7746.72|     958.75000        7670.00
  BRIDGE APPROACH SECTIONS                |                            |                            |
0048 7023.00                  12.000  EACH|    1307.77000      15693.24|    1284.72000      15416.64|    1272.00000       15264.00
  TERMINAL ANCHORAGE SECTIONS             |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 02/07/02
                                                                                                             PAGE : 13
                                                        TABULATION OF BIDS

     CALL ORDER   : F14                    CONTRACT ID : 3339                         COUNTIES : KNOX
       LETTING DATE : 02/07/02  1:30 PM       DISTRICT    :  3
                                                                                      PROJECT(S) : EACSTPD-14-4(107)



====================================================================================================================================
                                          |(4) 1661                    |(5) 0875                    |(6) 0086
                                          |U.S. ASPHALT CO.            |BROWER CONSTRUCTION CO.     |HENNINGSEN CONST., INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0049 7024.27                   8.000  EACH|    1528.56000      12228.48|    1501.62000      12012.96|    1486.75000       11894.00
  GUARDRAIL END TREATMENT, TYPE II        |                            |                            |
     SECTION TOTALS                       |             $     67,375.42|             $     66,189.34|                $     65,542.54
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006   GROUP 8B ELECTRICAL
                                          |                            |                            |
0050 A070.10                 114.000  m   |       8.22000        937.08|       8.00000        912.00|       8.00000         912.00
  38 mm CONDUIT IN TRENCH                 |                            |                            |
0051 A072.10                  48.000  m   |       8.22000        394.56|       8.00000        384.00|       8.00000         384.00
  38 mm CONDUIT UNDER ROADWAY             |                            |                            |
0052 A080.22                 148.000  m   |       1.03000        152.44|       1.00000        148.00|       1.00000         148.00
  STREET LIGHTING CABLE, NO. 6 BARE       |                            |                            |
0053 A080.24                 296.000  m   |       2.06000        609.76|       2.00000        592.00|       2.00000         592.00
  STREET LIGHTING CABLE, NO. 6 USE        |                            |                            |
0054 A700.20                   3.000  EACH|    1387.96000       4163.88|    1350.00000       4050.00|    1350.00000        4050.00
  RELOCATE STREET LIGHTING UNIT           |                            |                            |
0055 0030.81                          LUMP|     771.09000        771.09|     802.00000        802.00|     750.00000         750.00
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $      7,028.81|             $      6,888.00|                $      6,836.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007   GROUP 9 BITUMINOUS
                                          |                            |                            |
0056 P402.15                 201.300  m   |      75.57000      15212.24|     114.54000      23056.90|      73.50000       14795.55
  375 mm CULVERT PIPE, TYPE 3,4,5 OR 6    |                            |                            |
0057 0002.55                 463.000  StaM|      21.59000       9996.17|      28.28000      13093.64|      28.00000       12964.00
  OVERLAY BROKEN LINES                    |                            |                            |
0058 0002.60                 909.000  StaM|      21.59000      19625.31|      28.28000      25706.52|      28.00000       25452.00
  OVERLAY SOLID LINES                     |                            |                            |
0059 0030.90                          LUMP|   60979.36000      60979.36|   68914.72000      68914.72|   42500.00000       42500.00
  MOBILIZATION                            |                            |                            |
0060 1020.03                  58.000  EACH|       8.22000        476.76|      18.79000       1089.82|      18.60000        1078.80
  DELINEATOR,  TYPE III                   |                            |                            |
0061 1020.20                  40.000  EACH|      25.70000       1028.00|      24.75000        990.00|      24.50000         980.00
  INSTALL CHEVRONS                        |                            |                            |
0062 1033.00                   2.720  StaM|    2570.30000       6991.22|    2525.00000       6868.00|    2500.00000        6800.00
  ROADWAY GRADING                         |                            |                            |
0063 2001.00                 590.000  m3  |      10.87000       6413.30|      10.68000       6301.20|      10.57000        6236.30
  GRAVEL SURFACE COURSE                   |                            |                            |
0064 2009.10                   7.871  StaM|     205.62000       1618.44|     202.00000       1589.94|     200.00000        1574.20
  GRAVEL EMBEDMENT                        |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 02/07/02
                                                                                                             PAGE : 14
                                                        TABULATION OF BIDS

     CALL ORDER   : F14                    CONTRACT ID : 3339                         COUNTIES : KNOX
       LETTING DATE : 02/07/02  1:30 PM       DISTRICT    :  3
                                                                                      PROJECT(S) : EACSTPD-14-4(107)



====================================================================================================================================
                                          |(4) 1661                    |(5) 0875                    |(6) 0086
                                          |U.S. ASPHALT CO.            |BROWER CONSTRUCTION CO.     |HENNINGSEN CONST., INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0065 2020.00                  58.000  m2  |       4.92000        285.36|       6.35000        368.30|      15.00000         870.00
  SPECIAL SURFACE COURSE FOR MAILBOX      |                            |                            |
  TURNOUTS                                |                            |                            |
0066 2021.00                   2.000  EACH|      51.41000        102.82|      50.50000        101.00|      50.00000         100.00
  MAILBOX POST                            |                            |                            |
0067 3012.06                 153.700  m   |      77.83000      11962.47|      78.37000      12045.47|      75.70000       11635.09
  CONCRETE CLASS 47B-25 MEDIAN CURB       |                            |                            |
0068 3017.40                 146.000  m2  |      43.18000       6304.28|      55.36000       8082.56|      42.00000        6132.00
  CONCRETE CLASS 47B-20 MEDIAN SURFACING  |                            |                            |
0069 3019.23                   1.000  EACH|     668.28000        668.28|     808.00000        808.00|     650.00000         650.00
  CONCRETE CLASS 47B-25 ISLAND NOSE       |                            |                            |
0070 4024.55                  25.100  m   |     179.92000       4515.99|     192.91000       4842.04|     175.00000        4392.50
  FLUME SPILLWAY                          |                            |                            |
0071 4024.70                   3.000  EACH|    2570.30000       7710.90|    2254.32000       6762.96|    2500.00000        7500.00
  CONCRETE FLUME, TYPE I                  |                            |                            |
0072 4024.73                   6.000  EACH|    2724.52000      16347.12|    2472.48000      14834.88|    2650.00000       15900.00
  CONCRETE FLUME, TYPE IV                 |                            |                            |
0073 4763.26                  20.000  EACH|     205.62000       4112.40|     293.91000       5878.20|     200.00000        4000.00
  UNDERDRAIN HEADWALL                     |                            |                            |
0074 4764.35                 144.000  m   |      28.58000       4115.52|      28.50000       4104.00|      27.80000        4003.20
  100 mm PERFORATED PIPE UNDERDRAIN       |                            |                            |
0075 8022.00                  80.765  Mg  |     133.66000      10795.05|     130.00000      10499.45|     130.00000       10499.45
  HYDRATED LIME                           |                            |                            |
0076 8101.50                6009.000  m2  |       4.43000      26619.87|       3.83000      23014.47|       4.31000       25898.79
  STABILIZED SUBGRADE                     |                            |                            |
0077 8111.00                  16.743  StaM|     220.12000       3685.47|     225.00000       3767.18|     450.00000        7534.35
  SHOULDER SUBGRADE PREPARATION           |                            |                            |
0078 9000.75                 750.000  Mg  |      17.43000      13072.50|      17.55000      13162.50|      16.50000       12375.00
  ASPHALTIC CONCRETE FOR STATE            |                            |                            |
  MAINTENANCE PATCHING, TYPE SP2          |                            |                            |
0079 9005.00                1200.000  Mg  |      38.63000      46356.00|      59.02000      70824.00|      33.90000       40680.00
  ASPHALTIC CONCRETE FOR PATCHING, TYPE   |                            |                            |
  SP2                                     |                            |                            |
0080 9005.30               49590.000  Mg  |      18.81000     932787.90|      17.55000     870304.50|      19.12000      948160.80
  ASPHALTIC CONCRETE, TYPE SP2(12.5)      |                            |                            |
0081 9009.00                4331.000  m2  |       3.42000      14812.02|       3.00000      12993.00|       1.50000        6496.50
  PLACEMENT OF ASPHALTIC CONCRETE FOR     |                            |                            |
  DRIVEWAYS AND INTERSECTIONS             |                            |                            |
0082 9009.75                  84.000  m2  |      29.51000       2478.84|      40.61000       3411.24|      70.00000        5880.00
  TEMPORARY SURFACING                     |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 02/07/02
                                                                                                             PAGE : 15
                                                        TABULATION OF BIDS

     CALL ORDER   : F14                    CONTRACT ID : 3339                         COUNTIES : KNOX
       LETTING DATE : 02/07/02  1:30 PM       DISTRICT    :  3
                                                                                      PROJECT(S) : EACSTPD-14-4(107)



====================================================================================================================================
                                          |(4) 1661                    |(5) 0875                    |(6) 0086
                                          |U.S. ASPHALT CO.            |BROWER CONSTRUCTION CO.     |HENNINGSEN CONST., INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0083 9020.91                  40.500  Mg  |     178.24000       7218.72|     176.78000       7159.59|     174.17000        7053.89
  PERFORMANCE GRADED BINDER (64-22) FOR   |                            |                            |
  STATE MAINTENANCE PATCHING              |                            |                            |
0084 9021.01                2742.660  Mg  |     178.24000     488851.72|     176.78000     484847.43|     174.17000      477689.09
  PERFORMANCE GRADED BINDER (64-22)       |                            |                            |
0085 9030.00                1422.000  m   |       4.72000       6711.84|       7.41000      10537.02|      13.12000       18656.64
  CONSTRUCTING ASPHALTIC CONCRETE CURB    |                            |                            |
0086 9034.00                1284.000  m2  |       1.33000       1707.72|       1.95000       2503.80|       2.00000        2568.00
  PREPARATION OF INTERSECTIONS AND        |                            |                            |
  DRIVEWAYS                               |                            |                            |
0087 9053.00              109322.000  L   |       0.20000      21864.40|       0.19000      20771.18|       0.23000       25144.06
  TACK COAT                               |                            |                            |
0088 9111.00                 980.000  kL  |       2.72000       2665.60|       2.65000       2597.00|       1.50000        1470.00
  WATER                                   |                            |                            |
0089 9170.00                 293.329  StaM|     187.12000      54887.72|     183.82000      53919.74|     182.00000       53385.88
  EARTH SHOULDER CONSTRUCTION             |                            |                            |
0090 9173.15                 274.776  StaM|      59.25000      16280.48|      57.50000      15799.62|     101.00000       27752.38
  TRENCHED WIDENING                       |                            |                            |
0091 9179.23                 148.537  StaM|     472.93000      70247.60|     534.23000      79352.92|     490.00000       72783.13
  COLD MILLING, CLASS 3                   |                            |                            |
0092 9188.50                3960.000  m2  |      13.53000      53578.80|      19.65000      77814.00|      26.90000      106524.00
  SURFACING UNDER GUARDRAIL               |                            |                            |
0093 9300.50                  14.900  LS  |    3084.36000       3084.36|    4500.00000       4500.00|    2500.00000        2500.00
  ASPHALT PAVEMENT SMOOTHNESS TESTING     |                            |                            |
     SECTION TOTALS                       |             $  1,956,172.55|             $  1,973,216.79|                $  2,020,615.60
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0008   GROUP 10 GENERAL ITEMS
                                          |                            |                            |
0094 0001.08               31522.000  BDAY|       0.50000      15761.00|       0.50000      15761.00|       0.50000       15761.00
  BARRICADE, TYPE II                      |                            |                            |
0095 0001.10                1240.000  BDAY|       1.70000       2108.00|       1.22000       1512.80|       1.20000        1488.00
  BARRICADE, TYPE III                     |                            |                            |
0096 0001.30                 612.000  LDAY|       1.80000       1101.60|       1.01000        618.12|       1.00000         612.00
  TYPE B HIGH INTENSITY WARNING LIGHT     |                            |                            |
0097 0001.75                 630.000  EACH|       5.14000       3238.20|       4.04000       2545.20|       4.00000        2520.00
  TEMPORARY SIGN DAY                      |                            |                            |
0098 0001.90                7370.000  EACH|       0.26000       1916.20|       0.46000       3390.20|       0.80000        5896.00
  SIGN DAY                                |                            |                            |
0099 0002.30                 270.000  m   |       1.54000        415.80|       1.66000        448.20|       1.64000         442.80
  PAVEMENT MARKING REMOVAL                |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 02/07/02
                                                                                                             PAGE : 16
                                                        TABULATION OF BIDS

     CALL ORDER   : F14                    CONTRACT ID : 3339                         COUNTIES : KNOX
       LETTING DATE : 02/07/02  1:30 PM       DISTRICT    :  3
                                                                                      PROJECT(S) : EACSTPD-14-4(107)



====================================================================================================================================
                                          |(4) 1661                    |(5) 0875                    |(6) 0086
                                          |U.S. ASPHALT CO.            |BROWER CONSTRUCTION CO.     |HENNINGSEN CONST., INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0100 0002.39                4050.000  m   |       2.86000      11583.00|       1.72000       6966.00|       1.70000        6885.00
  TEMPORARY PAVEMENT MARKING, TYPE II     |                            |                            |
0101 0002.47                 175.000  m   |       1.03000        180.25|       4.55000        796.25|       4.50000         787.50
  TEMPORARY PAVEMENT MARKING SURFACE      |                            |                            |
  PREPARATION                             |                            |                            |
0102 0003.10                  90.000  DAY |     179.13000      16121.70|     205.00000      18450.00|     205.00000       18450.00
  FLAGGING                                |                            |                            |
0103 0003.20                  30.000  DAY |     234.37000       7031.10|     305.00000       9150.00|     305.00000        9150.00
  FURNISHING AND OPERATING PILOT VEHICLE  |                            |                            |
0104 0003.51                 117.000  m   |      51.41000       6014.97|      50.00000       5850.00|      50.00000        5850.00
  INSTALL CONCRETE PROTECTION BARRIER     |                            |                            |
0105 0003.56                 117.000  m   |      11.31000       1323.27|      11.00000       1287.00|      11.00000        1287.00
  RELOCATE CONCRETE PROTECTION BARRIER    |                            |                            |
0106 0010.04                   1.000  EACH|    1439.37000       1439.37|    2500.00000       2500.00|    2500.00000        2500.00
  FIELD OFFICE                            |                            |                            |
0107 0030.00                          LUMP|   19084.78000      19084.78|   24530.00000      24530.00|   20000.00000       20000.00
  MOBILIZATION                            |                            |                            |
0108 9110.01                  55.000  HOUR|      48.68000       2677.40|      65.00000       3575.00|      45.00000        2475.00
  RENTAL OF LOADER, FULLY OPERATED        |                            |                            |
0109 9110.02                  55.000  HOUR|      43.49000       2391.95|      65.00000       3575.00|     125.00000        6875.00
  RENTAL OF MOTOR GRADER, FULLY OPERATED  |                            |                            |
0110 9110.03                  55.000  HOUR|      38.95000       2142.25|      55.00000       3025.00|      50.00000        2750.00
  RENTAL OF DUMP TRUCK, FULLY OPERATED    |                            |                            |
0111 9110.07                  55.000  HOUR|      33.69000       1852.95|      50.00000       2750.00|      50.00000        2750.00
  RENTAL OF SKID LOADER, FULLY OPERATED   |                            |                            |
     SECTION TOTALS                       |             $     96,383.79|             $    106,729.77|                $    106,479.30
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  2,385,069.75|             $  2,410,826.96|                $  2,455,893.25
====================================================================================================================================
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 02/07/02
                                                                                                             PAGE : 17
                                                        TABULATION OF BIDS

     CALL ORDER   : F14                    CONTRACT ID : 3339                         COUNTIES : KNOX
       LETTING DATE : 02/07/02  1:30 PM       DISTRICT    :  3
                                                                                      PROJECT(S) : EACSTPD-14-4(107)



====================================================================================================================================
                                          |(7) 3606                    |                            |
                                          |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 L006.50                   1.000  ha  |     525.00000        525.00|                            |
  TEMPORARY SEEDING                       |                            |                            |
0002 L020.01                 887.000  m2  |       6.04000       5357.48|                            |
  EROSION CONTROL, TYPE A                 |                            |                            |
0003 L020.08                 423.000  m2  |       5.46000       2309.58|                            |
  EROSION CONTROL, TYPE AA                |                            |                            |
0004 L020.09                 729.000  m2  |      13.65000       9950.85|                            |
  EROSION CONTROL, TYPE AAA               |                            |                            |
0005 L020.10                 504.000  m2  |       1.73000        871.92|                            |
  EROSION CONTROL, TYPE HV                |                            |                            |
0006 L021.06                  12.000  BALE|      15.75000        189.00|                            |
  EROSION CHECKS, TYPE HV                 |                            |                            |
0007 L021.11                  54.000  BALE|      17.85000        963.90|                            |
  EROSION CHECKS, TYPE ST-A               |                            |                            |
0008 L021.21                  24.000  BALE|      17.85000        428.40|                            |
  EROSION CHECKS, TYPE AA                 |                            |                            |
0009 L021.22                  12.000  BALE|      16.80000        201.60|                            |
  EROSION CHECKS, TYPE AAA                |                            |                            |
0010 L022.11                 365.000  m   |       6.51000       2376.15|                            |
  FABRIC SILT FENCE-LOW POROSITY          |                            |                            |
0011 L022.25                 266.000  m   |       6.56000       1744.96|                            |
  FABRIC SILT FENCE, TYPE COIR FIBER      |                            |                            |
0012 L022.75                  58.000  m   |      28.35000       1644.30|                            |
  TEMPORARY SILT CHECK                    |                            |                            |
0013 0030.10                          LUMP|    5460.00000       5460.00|                            |
  MOBILIZATION                            |                            |                            |
0014 1009.00                          LUMP|    2310.00000       2310.00|                            |
  GENERAL CLEARING AND GRUBBING           |                            |                            |
0015 1010.01               11727.000  m3  |       4.12000      48315.24|                            |
  EXCAVATION (ESTABLISHED QUANTITY)       |                            |                            |
0016 1011.00                1185.000  kL  |       1.05000       1244.25|                            |
  WATER                                   |                            |                            |
0017 1012.00                   9.000  EACH|      63.00000        567.00|                            |
  RIGHT-OF-WAY MARKERS                    |                            |                            |
0018 1030.00               15927.000  m3  |       4.12000      65619.24|                            |
  EARTHWORK MEASURED IN EMBANKMENT        |                            |                            |
0019 1102.00                6877.000  m2  |       2.51000      17261.27|                            |
  REMOVE ASPHALT SURFACE                  |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 02/07/02
                                                                                                             PAGE : 18
                                                        TABULATION OF BIDS

     CALL ORDER   : F14                    CONTRACT ID : 3339                         COUNTIES : KNOX
       LETTING DATE : 02/07/02  1:30 PM       DISTRICT    :  3
                                                                                      PROJECT(S) : EACSTPD-14-4(107)



====================================================================================================================================
                                          |(7) 3606                    |                            |
                                          |DOBSON BROTHERS CONSTRUCTION|                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 1106.00                 396.000  m2  |       3.15000       1247.40|                            |
  REMOVE DRIVEWAY                         |                            |                            |
0021 1109.00                 155.200  m   |       7.35000       1140.72|                            |
  REMOVE CURB                             |                            |                            |
0022 1300.24                  36.500  m   |      36.75000       1341.38|                            |
  600 mm DRIVEWAY CULVERT PIPE TYPE 3,4   |                            |                            |
  OR 5                                    |                            |                            |
0023 1701.24                  36.500  m   |      36.75000       1341.38|                            |
  600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, |                            |                            |
  4,5,6,7 OR 8                            |                            |                            |
     SECTION TOTALS                       |             $    172,411.02|                            |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002   GROUP 4 CULVERT
                                          |                            |                            |
0024 P300.24                  12.300  m   |      70.35000        865.31|                            |
  600 mm CULVERT PIPE, TYPE 3,4 OR 5      |                            |                            |
0025 0030.40                          LUMP|     525.00000        525.00|                            |
  MOBILIZATION                            |                            |                            |
0026 4035.25                   3.000  EACH|     183.75000        551.25|                            |
  REMOVE AND SALVAGE FLARED-END SECTION   |                            |                            |
0027 4050.01                   5.000  m3  |      52.50000        262.50|                            |
  EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,|                            |                            |
   AND HEADWALLS                          |                            |                            |
0028 4362.24                   3.000  EACH|     288.75000        866.25|                            |
  INSTALL 600 mm METAL FLARED-END SECTION |                            |                            |
     SECTION TOTALS                       |             $      3,070.31|                            |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003   GROUP 5 SEEDING
                                          |                            |                            |
0029 L001.01                   1.500  ha  |    1389.15000       2083.73|                            |
  SEEDING, TYPE A                         |                            |                            |
0030 L001.02                  11.000  ha  |    1353.45000      14887.95|                            |
  SEEDING, TYPE B                         |                            |                            |
0031 L020.02                1254.000  m2  |       1.68000       2106.72|                            |
  EROSION CONTROL, TYPE B                 |                            |                            |
0032 L032.75                  62.500  Mg  |      57.75000       3609.38|                            |
  MULCH                                   |                            |                            |
0033 0030.50                          LUMP|    2000.00000       2000.00|                            |
  MOBILIZATION                            |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 02/07/02
                                                                                                             PAGE : 19
                                                        TABULATION OF BIDS

     CALL ORDER   : F14                    CONTRACT ID : 3339                         COUNTIES : KNOX
       LETTING DATE : 02/07/02  1:30 PM       DISTRICT    :  3
                                                                                      PROJECT(S) : EACSTPD-14-4(107)



====================================================================================================================================
                                          |(7) 3606                    |                            |
                                          |DOBSON BROTHERS CONSTRUCTION|                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
     SECTION TOTALS                       |             $     24,687.78|                            |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004   GROUP 6 BRIDGE AT STA. 10401+39.4
               1 - 15.24M SPAN PRESTRESSESD CONCRETE GIRDER BRIDGE
                                          |                            |                            |
0034 0030.60                          LUMP|    6000.00000       6000.00|                            |
  MOBILIZATION                            |                            |                            |
0035 6007.01                 203.300  m2  |      50.40000      10246.32|                            |
  CLASS I REPAIR                          |                            |                            |
0036 6007.02                 101.600  m2  |     174.30000      17708.88|                            |
  CLASS II REPAIR                         |                            |                            |
0037 6007.03                   5.000  m2  |     420.00000       2100.00|                            |
  CLASS III REPAIR                        |                            |                            |
0038 6008.40                 203.300  m2  |      47.25000       9605.93|                            |
  PLACING, FINISHING, AND CURING CONCRETE |                            |                            |
  OVERLAY-SF                              |                            |                            |
0039 6010.26                   7.400  m3  |     840.00000       6216.00|                            |
  CLASS 47BD-30 CONCRETE FOR BRIDGE       |                            |                            |
0040 6016.02                  18.200  m3  |     588.00000      10701.60|                            |
  CONCRETE FOR OVERLAYS-SF                |                            |                            |
0041 6020.00                 704.000  kg  |       2.31000       1626.24|                            |
  REINFORCING STEEL FOR BRIDGE            |                            |                            |
     SECTION TOTALS                       |             $     64,204.97|                            |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005   GROUP 7 GUARDRAIL
                                          |                            |                            |
0042 0030.70                          LUMP|    6000.00000       6000.00|                            |
  MOBILIZATION                            |                            |                            |
0043 7011.20                 152.400  m   |      35.57000       5420.87|                            |
  W-BEAM GUARDRAIL                        |                            |                            |
0044 7017.00                 226.000  m   |       6.62000       1496.12|                            |
  REMOVE GUARDRAIL                        |                            |                            |
0045 7017.50                1319.900  m   |       6.49000       8566.15|                            |
  REMOVE & SALVAGE GUARDRAIL              |                            |                            |
0046 7018.01                1235.000  m   |      10.99000      13572.65|                            |
  RESET GUARDRAIL                         |                            |                            |
0047 7020.00                   8.000  EACH|    1006.69000       8053.52|                            |
  BRIDGE APPROACH SECTIONS                |                            |                            |
0048 7023.00                  12.000  EACH|    1335.60000      16027.20|                            |
  TERMINAL ANCHORAGE SECTIONS             |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 02/07/02
                                                                                                             PAGE : 20
                                                        TABULATION OF BIDS

     CALL ORDER   : F14                    CONTRACT ID : 3339                         COUNTIES : KNOX
       LETTING DATE : 02/07/02  1:30 PM       DISTRICT    :  3
                                                                                      PROJECT(S) : EACSTPD-14-4(107)



====================================================================================================================================
                                          |(7) 3606                    |                            |
                                          |DOBSON BROTHERS CONSTRUCTION|                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0049 7024.27                   8.000  EACH|    1561.09000      12488.72|                            |
  GUARDRAIL END TREATMENT, TYPE II        |                            |                            |
     SECTION TOTALS                       |             $     71,625.23|                            |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006   GROUP 8B ELECTRICAL
                                          |                            |                            |
0050 A070.10                 114.000  m   |       8.40000        957.60|                            |
  38 mm CONDUIT IN TRENCH                 |                            |                            |
0051 A072.10                  48.000  m   |       8.40000        403.20|                            |
  38 mm CONDUIT UNDER ROADWAY             |                            |                            |
0052 A080.22                 148.000  m   |       1.05000        155.40|                            |
  STREET LIGHTING CABLE, NO. 6 BARE       |                            |                            |
0053 A080.24                 296.000  m   |       2.10000        621.60|                            |
  STREET LIGHTING CABLE, NO. 6 USE        |                            |                            |
0054 A700.20                   3.000  EACH|    1417.50000       4252.50|                            |
  RELOCATE STREET LIGHTING UNIT           |                            |                            |
0055 0030.81                          LUMP|     787.50000        787.50|                            |
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $      7,177.80|                            |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007   GROUP 9 BITUMINOUS
                                          |                            |                            |
0056 P402.15                 201.300  m   |      99.75000      20079.68|                            |
  375 mm CULVERT PIPE, TYPE 3,4,5 OR 6    |                            |                            |
0057 0002.55                 463.000  StaM|      29.40000      13612.20|                            |
  OVERLAY BROKEN LINES                    |                            |                            |
0058 0002.60                 909.000  StaM|      29.40000      26724.60|                            |
  OVERLAY SOLID LINES                     |                            |                            |
0059 0030.90                          LUMP|  150000.00000     150000.00|                            |
  MOBILIZATION                            |                            |                            |
0060 1020.03                  58.000  EACH|      19.53000       1132.74|                            |
  DELINEATOR,  TYPE III                   |                            |                            |
0061 1020.20                  40.000  EACH|      25.73000       1029.20|                            |
  INSTALL CHEVRONS                        |                            |                            |
0062 1033.00                   2.720  StaM|    2625.00000       7140.00|                            |
  ROADWAY GRADING                         |                            |                            |
0063 2001.00                 590.000  m3  |      11.10000       6549.00|                            |
  GRAVEL SURFACE COURSE                   |                            |                            |
0064 2009.10                   7.871  StaM|     210.00000       1652.91|                            |
  GRAVEL EMBEDMENT                        |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 02/07/02
                                                                                                             PAGE : 21
                                                        TABULATION OF BIDS

     CALL ORDER   : F14                    CONTRACT ID : 3339                         COUNTIES : KNOX
       LETTING DATE : 02/07/02  1:30 PM       DISTRICT    :  3
                                                                                      PROJECT(S) : EACSTPD-14-4(107)



====================================================================================================================================
                                          |(7) 3606                    |                            |
                                          |DOBSON BROTHERS CONSTRUCTION|                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0065 2020.00                  58.000  m2  |      30.00000       1740.00|                            |
  SPECIAL SURFACE COURSE FOR MAILBOX      |                            |                            |
  TURNOUTS                                |                            |                            |
0066 2021.00                   2.000  EACH|      52.50000        105.00|                            |
  MAILBOX POST                            |                            |                            |
0067 3012.06                 153.700  m   |      79.49000      12217.61|                            |
  CONCRETE CLASS 47B-25 MEDIAN CURB       |                            |                            |
0068 3017.40                 146.000  m2  |      44.10000       6438.60|                            |
  CONCRETE CLASS 47B-20 MEDIAN SURFACING  |                            |                            |
0069 3019.23                   1.000  EACH|     682.50000        682.50|                            |
  CONCRETE CLASS 47B-25 ISLAND NOSE       |                            |                            |
0070 4024.55                  25.100  m   |     183.75000       4612.13|                            |
  FLUME SPILLWAY                          |                            |                            |
0071 4024.70                   3.000  EACH|    2625.00000       7875.00|                            |
  CONCRETE FLUME, TYPE I                  |                            |                            |
0072 4024.73                   6.000  EACH|    2782.50000      16695.00|                            |
  CONCRETE FLUME, TYPE IV                 |                            |                            |
0073 4763.26                  20.000  EACH|     210.00000       4200.00|                            |
  UNDERDRAIN HEADWALL                     |                            |                            |
0074 4764.35                 144.000  m   |      29.19000       4203.36|                            |
  100 mm PERFORATED PIPE UNDERDRAIN       |                            |                            |
0075 8022.00                  80.765  Mg  |     136.50000      11024.42|                            |
  HYDRATED LIME                           |                            |                            |
0076 8101.50                6009.000  m2  |       4.53000      27220.77|                            |
  STABILIZED SUBGRADE                     |                            |                            |
0077 8111.00                  16.743  StaM|     236.25000       3955.53|                            |
  SHOULDER SUBGRADE PREPARATION           |                            |                            |
0078 9000.75                 750.000  Mg  |      13.82000      10365.00|                            |
  ASPHALTIC CONCRETE FOR STATE            |                            |                            |
  MAINTENANCE PATCHING, TYPE SP2          |                            |                            |
0079 9005.00                1200.000  Mg  |      45.00000      54000.00|                            |
  ASPHALTIC CONCRETE FOR PATCHING, TYPE   |                            |                            |
  SP2                                     |                            |                            |
0080 9005.30               49590.000  Mg  |      20.00000     991800.00|                            |
  ASPHALTIC CONCRETE, TYPE SP2(12.5)      |                            |                            |
0081 9009.00                4331.000  m2  |       2.58000      11173.98|                            |
  PLACEMENT OF ASPHALTIC CONCRETE FOR     |                            |                            |
  DRIVEWAYS AND INTERSECTIONS             |                            |                            |
0082 9009.75                  84.000  m2  |      34.59000       2905.56|                            |
  TEMPORARY SURFACING                     |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 02/07/02
                                                                                                             PAGE : 22
                                                        TABULATION OF BIDS

     CALL ORDER   : F14                    CONTRACT ID : 3339                         COUNTIES : KNOX
       LETTING DATE : 02/07/02  1:30 PM       DISTRICT    :  3
                                                                                      PROJECT(S) : EACSTPD-14-4(107)



====================================================================================================================================
                                          |(7) 3606                    |                            |
                                          |DOBSON BROTHERS CONSTRUCTION|                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0083 9020.91                  40.500  Mg  |     180.00000       7290.00|                            |
  PERFORMANCE GRADED BINDER (64-22) FOR   |                            |                            |
  STATE MAINTENANCE PATCHING              |                            |                            |
0084 9021.01                2742.660  Mg  |     180.00000     493678.80|                            |
  PERFORMANCE GRADED BINDER (64-22)       |                            |                            |
0085 9030.00                1422.000  m   |      12.76000      18144.72|                            |
  CONSTRUCTING ASPHALTIC CONCRETE CURB    |                            |                            |
0086 9034.00                1284.000  m2  |       3.47000       4455.48|                            |
  PREPARATION OF INTERSECTIONS AND        |                            |                            |
  DRIVEWAYS                               |                            |                            |
0087 9053.00              109322.000  L   |       0.28000      30610.16|                            |
  TACK COAT                               |                            |                            |
0088 9111.00                 980.000  kL  |       3.15000       3087.00|                            |
  WATER                                   |                            |                            |
0089 9170.00                 293.329  StaM|     191.10000      56055.17|                            |
  EARTH SHOULDER CONSTRUCTION             |                            |                            |
0090 9173.15                 274.776  StaM|     122.62000      33693.03|                            |
  TRENCHED WIDENING                       |                            |                            |
0091 9179.23                 148.537  StaM|     508.07000      75467.19|                            |
  COLD MILLING, CLASS 3                   |                            |                            |
0092 9188.50                3960.000  m2  |      19.80000      78408.00|                            |
  SURFACING UNDER GUARDRAIL               |                            |                            |
0093 9300.50                  14.900  LS  |    6091.31000       6091.31|                            |
  ASPHALT PAVEMENT SMOOTHNESS TESTING     |                            |                            |
     SECTION TOTALS                       |             $  2,206,115.65|                            |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0008   GROUP 10 GENERAL ITEMS
                                          |                            |                            |
0094 0001.08               31522.000  BDAY|       0.50000      15761.00|                            |
  BARRICADE, TYPE II                      |                            |                            |
0095 0001.10                1240.000  BDAY|       1.26000       1562.40|                            |
  BARRICADE, TYPE III                     |                            |                            |
0096 0001.30                 612.000  LDAY|       1.05000        642.60|                            |
  TYPE B HIGH INTENSITY WARNING LIGHT     |                            |                            |
0097 0001.75                 630.000  EACH|       4.20000       2646.00|                            |
  TEMPORARY SIGN DAY                      |                            |                            |
0098 0001.90                7370.000  EACH|       0.47000       3463.90|                            |
  SIGN DAY                                |                            |                            |
0099 0002.30                 270.000  m   |       1.72000        464.40|                            |
  PAVEMENT MARKING REMOVAL                |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 02/07/02
                                                                                                             PAGE : 23
                                                        TABULATION OF BIDS

     CALL ORDER   : F14                    CONTRACT ID : 3339                         COUNTIES : KNOX
       LETTING DATE : 02/07/02  1:30 PM       DISTRICT    :  3
                                                                                      PROJECT(S) : EACSTPD-14-4(107)



====================================================================================================================================
                                          |(7) 3606                    |                            |
                                          |DOBSON BROTHERS CONSTRUCTION|                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0100 0002.39                4050.000  m   |       1.79000       7249.50|                            |
  TEMPORARY PAVEMENT MARKING, TYPE II     |                            |                            |
0101 0002.47                 175.000  m   |       4.73000        827.75|                            |
  TEMPORARY PAVEMENT MARKING SURFACE      |                            |                            |
  PREPARATION                             |                            |                            |
0102 0003.10                  90.000  DAY |     173.63000      15626.70|                            |
  FLAGGING                                |                            |                            |
0103 0003.20                  30.000  DAY |     234.88000       7046.40|                            |
  FURNISHING AND OPERATING PILOT VEHICLE  |                            |                            |
0104 0003.51                 117.000  m   |      52.50000       6142.50|                            |
  INSTALL CONCRETE PROTECTION BARRIER     |                            |                            |
0105 0003.56                 117.000  m   |      11.55000       1351.35|                            |
  RELOCATE CONCRETE PROTECTION BARRIER    |                            |                            |
0106 0010.04                   1.000  EACH|    1282.88000       1282.88|                            |
  FIELD OFFICE                            |                            |                            |
0107 0030.00                          LUMP|    3150.00000       3150.00|                            |
  MOBILIZATION                            |                            |                            |
0108 9110.01                  55.000  HOUR|      65.00000       3575.00|                            |
  RENTAL OF LOADER, FULLY OPERATED        |                            |                            |
0109 9110.02                  55.000  HOUR|      65.00000       3575.00|                            |
  RENTAL OF MOTOR GRADER, FULLY OPERATED  |                            |                            |
0110 9110.03                  55.000  HOUR|      50.00000       2750.00|                            |
  RENTAL OF DUMP TRUCK, FULLY OPERATED    |                            |                            |
0111 9110.07                  55.000  HOUR|      37.00000       2035.00|                            |
  RENTAL OF SKID LOADER, FULLY OPERATED   |                            |                            |
     SECTION TOTALS                       |             $     79,152.38|                            |
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  2,628,445.14|                            |
====================================================================================================================================