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Contract Letting October 25, 2001


                                                     NEBRASKA DEPARTMENT OF ROADS                                  DATE : 10/25/01
                                                                                                             PAGE : 2
                                                          VENDOR RANKING

     CALL ORDER   : F08                     CONTRACT ID : 4729X                        COUNTIES : HALL
     LETTING DATE : 10/25/01                DISTRICT    : 4
                                                                                           PROJECT(S) : EACNH-BH-34-4(120)
     CONTRACT DESCRIPTION :
     US-281/US-34, SOUTH OF GRAND ISLAND.

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

  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   0083           WERNER CONSTRUCTION, INC.                                              $  4,253,248.93     100.0000%
   2   0574           CONSTRUCTORS, INC.                                                     $  4,514,142.08     106.1339%
   3   1661           U.S. ASPHALT CO.                                                       $  4,684,945.15     110.1497%
                                                     NEBRASKA DEPARTMENT OF ROADS                                  DATE : 10/25/01
                                                                                                             PAGE : 3
                                                        TABULATION OF BIDS

     CALL ORDER   : F08                    CONTRACT ID : 4729X                       COUNTIES : HALL
     LETTING DATE : 10/25/01  1:30 PM       DISTRICT    : 4
                                                                                     PROJECT(S) : EACNH-BH-34-4(120)



====================================================================================================================================
                                          |(1) 0083                    |(2) 0574                    |(3) 1661
                                          |WERNER CONSTRUCTION, INC.   |CONSTRUCTORS, INC.          |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   GROUP 1 GRADING
                                          |                            |                            |
0001 L022.11                 131.000  m   |       6.50000        851.50|       6.80000        890.80|      12.45000        1630.95
  FABRIC SILT FENCE-LOW POROSITY          |                            |                            |
0002 0030.10                          LUMP|    6500.00000       6500.00|    6800.00000       6800.00|    6743.35000        6743.35
  MOBILIZATION                            |                            |                            |
0003 1009.00                          LUMP|    2000.00000       2000.00|    2100.00000       2100.00|    2074.88000        2074.88
  GENERAL CLEARING AND GRUBBING           |                            |                            |
0004 1011.00                 778.000  kL  |       0.10000         77.80|       0.10000         77.80|       0.10000          77.80
  WATER                                   |                            |                            |
0005 1020.01                 100.000  EACH|      10.00000       1000.00|      14.50000       1450.00|      10.37000        1037.00
  DELINEATOR,  TYPE I                     |                            |                            |
0006 1021.10                 100.000  EACH|       3.75000        375.00|       7.30000        730.00|       3.89000         389.00
  REMOVE DELINEATOR UNITS                 |                            |                            |
0007 1030.00               10364.000  m3  |      11.98000     124160.72|      12.50000     129550.00|      12.43000      128824.52
  EARTHWORK MEASURED IN EMBANKMENT        |                            |                            |
0008 1101.00                1975.000  m2  |       5.10000      10072.50|       5.30000      10467.50|       5.29000       10447.75
  REMOVE PAVEMENT                         |                            |                            |
0009 1101.25                 390.000  m   |       8.20000       3198.00|       8.20000       3198.00|       8.20000        3198.00
  SAWING PAVEMENT                         |                            |                            |
0010 1102.00                3664.000  m2  |       4.20000      15388.80|       4.40000      16121.60|       4.36000       15975.04
  REMOVE ASPHALT SURFACE                  |                            |                            |
0011 1122.01                 576.000  m2  |       6.05000       3484.80|       6.35000       3657.60|       6.28000        3617.28
  REMOVE CONCRETE MEDIAN SURFACING        |                            |                            |
0012 4900.24                   1.000  EACH|     500.00000        500.00|     525.00000        525.00|     518.72000         518.72
  AREA INLET SEDIMENT FILTER              |                            |                            |
0013 7017.50                 457.200  m   |       8.50000       3886.20|       8.75000       4000.50|       3.63000        1659.64
  REMOVE & SALVAGE GUARDRAIL              |                            |                            |
     SECTION TOTALS                       |             $    171,495.32|             $    179,568.80|                $    176,193.93
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002   GROUP 4 CULVERTS
                                          |                            |                            |
0014 0030.40                          LUMP|    3000.00000       3000.00|    5000.00000       5000.00|    3112.32000        3112.32
  MOBILIZATION                            |                            |                            |
0015 1119.00                   1.000  EACH|     500.00000        500.00|     265.00000        265.00|     518.72000         518.72
  REMOVE INLET                            |                            |                            |
0016 4035.00                   1.000  EACH|     100.00000        100.00|     265.00000        265.00|     103.74000         103.74
  REMOVE FLARED-END SECTION               |                            |                            |
0017 4050.01                  14.000  m3  |      30.00000        420.00|      21.00000        294.00|      31.12000         435.68
  EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,|                            |                            |
   AND HEADWALLS                          |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                                  DATE : 10/25/01
                                                                                                             PAGE : 4
                                                        TABULATION OF BIDS

     CALL ORDER   : F08                    CONTRACT ID : 4729X                       COUNTIES : HALL
     LETTING DATE : 10/25/01  1:30 PM       DISTRICT    : 4
                                                                                     PROJECT(S) : EACNH-BH-34-4(120)



====================================================================================================================================
                                          |(1) 0083                    |(2) 0574                    |(3) 1661
                                          |WERNER CONSTRUCTION, INC.   |CONSTRUCTORS, INC.          |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0018 4105.59                   0.500  m3  |    2000.00000       1000.00|     525.00000        262.50|    2074.88000        1037.44
  CLASS 47B-20 CONCRETE FOR INLET AND     |                            |                            |
  JUNCTION BOX                            |                            |                            |
0019 4130.06                   0.100  m3  |    2800.00000        280.00|     840.00000         84.00|    2904.83000         290.48
  CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE |                            |                            |
  CULVERT PLUG                            |                            |                            |
0020 4155.50                  22.000  kg  |       4.40000         96.80|       3.15000         69.30|       4.56000         100.32
  REINFORCING STEEL FOR INLET AND         |                            |                            |
  JUNCTION BOX                            |                            |                            |
0021 4450.18                  10.000  m   |     142.00000       1420.00|     160.00000       1600.00|     147.32000        1473.20
  450 mm REINFORCED CONCRETE PIPE         |                            |                            |
0022 4451.18                  12.000  m   |     200.00000       2400.00|     210.00000       2520.00|     207.49000        2489.88
  450 mm REINFORCED CONCRETE PIPE CLASS IV|                            |                            |
0023 4460.18                   1.000  EACH|     485.00000        485.00|     315.00000        315.00|     503.16000         503.16
  450 mm CONCRETE FLARED-END SECTION      |                            |                            |
0024 4830.18                  12.000  m   |    1000.00000      12000.00|     780.00000       9360.00|    1037.44000       12449.28
  JACKING 450 mm REINFORCED CONCRETE PIPE |                            |                            |
  CLASS IV                                |                            |                            |
     SECTION TOTALS                       |             $     21,701.80|             $     20,034.80|                $     22,514.22
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003   GROUP 5 SEEDING
                                          |                            |                            |
0025 L001.02                   7.200  ha  |    1151.00000       8287.20|    1200.00000       8640.00|    1194.09000        8597.45
  SEEDING, TYPE B                         |                            |                            |
0026 L032.75                  36.000  Mg  |      85.00000       3060.00|      85.00000       3060.00|      88.18000        3174.48
  MULCH                                   |                            |                            |
0027 0030.50                          LUMP|      75.00000         75.00|      78.00000         78.00|      77.81000          77.81
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $     11,422.20|             $     11,778.00|                $     11,849.74
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004   GROUP 6 BRIDGE AT STA. 258+07.29 LT.
               83.82 METER PRESTRESSED NU 1100 GIRDER BRIDGE WIDEN & REHAB
                                          |                            |                            |
0028 0030.60                          LUMP|   75000.00000      75000.00|   73500.00000      73500.00|   77807.93000       77807.93
  MOBILIZATION                            |                            |                            |
0029 3050.15                 136.700  m3  |     240.00000      32808.00|     250.00000      34175.00|     248.99000       34036.93
  CONCRETE FOR PAVEMENT APPROACHES CLASS  |                            |                            |
  47BD-30                                 |                            |                            |
0030 3051.10                8865.000  kg  |       1.60000      14184.00|       1.50000      13297.50|       1.66000       14715.90
  EPOXY COATED REINFORCING STEEL FOR      |                            |                            |
  PAVEMENT APPROACHES                     |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                                  DATE : 10/25/01
                                                                                                             PAGE : 5
                                                        TABULATION OF BIDS

     CALL ORDER   : F08                    CONTRACT ID : 4729X                       COUNTIES : HALL
     LETTING DATE : 10/25/01  1:30 PM       DISTRICT    : 4
                                                                                     PROJECT(S) : EACNH-BH-34-4(120)



====================================================================================================================================
                                          |(1) 0083                    |(2) 0574                    |(3) 1661
                                          |WERNER CONSTRUCTION, INC.   |CONSTRUCTORS, INC.          |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0031 6000.10                 115.000  LS  |    1500.00000       1500.00|    3150.00000       3150.00|    1556.16000        1556.16
  ABUTMENT NO.1 EXCAVATION                |                            |                            |
0032 6000.11                 115.000  LS  |    1500.00000       1500.00|    3150.00000       3150.00|    1556.16000        1556.16
  ABUTMENT NO.2 EXCAVATION                |                            |                            |
0033 6000.60                  65.000  LS  |    9000.00000       9000.00|   12600.00000      12600.00|    9336.95000        9336.95
  PIER NO.1 EXCAVATION                    |                            |                            |
0034 6001.50                   5.000  LS  |    9000.00000       9000.00|    6300.00000       6300.00|    9336.95000        9336.95
  BENT NO.1 EXCAVATION                    |                            |                            |
0035 6001.51                   5.000  LS  |    9000.00000       9000.00|    6300.00000       6300.00|    9336.95000        9336.95
  BENT NO.2 EXCAVATION                    |                            |                            |
0036 6001.52                   5.000  LS  |    9000.00000       9000.00|    6300.00000       6300.00|    9336.95000        9336.95
  BENT NO.3 EXCAVATION                    |                            |                            |
0037 6005.35                  28.370  m   |     180.00000       5106.60|     140.00000       3971.80|     186.74000        5297.81
  PRECOMPRESSED POLYURETHANE FOAM JOINT   |                            |                            |
0038 6005.60                  50.000  EACH|     200.00000      10000.00|     150.00000       7500.00|     207.49000       10374.50
  ELASTOMERIC BEARING                     |                            |                            |
0039 6010.22                 109.400  m3  |     480.00000      52512.00|     710.00000      77674.00|     497.97000       54477.92
  CLASS 47B-20 CONCRETE FOR BRIDGE        |                            |                            |
0040 6010.26                 333.400  m3  |     330.00000     110022.00|     575.00000     191705.00|     342.35000      114139.49
  CLASS 47BD-30 CONCRETE FOR BRIDGE       |                            |                            |
0041 6011.11                 185.300  LS  |  270000.00000     270000.00|  250000.00000     250000.00|  280108.55000      280108.55
  PRECAST/PRESTRESSED CONCRETE            |                            |                            |
  SUPERSTRUCTURE AT STA. 258+07.29        |                            |                            |
0042 6030.00                   1.000  EACH|   40000.00000      40000.00|   77000.00000      77000.00|   41497.56000       41497.56
  PREPARATION OF BRIDGE AT STA. 258+07.29 |                            |                            |
  LT.                                     |                            |                            |
0043 6080.00                 440.000  kg  |       7.00000       3080.00|       8.00000       3520.00|       7.26000        3194.40
  STRUCTURAL STEEL FOR SUBSTRUCTURE       |                            |                            |
0044 6104.00                 638.000  Mg  |      25.00000      15950.00|      17.00000      10846.00|      25.94000       16549.72
  BROKEN CONCRETE RIPRAP                  |                            |                            |
0045 6105.02                 658.000  Mg  |      36.00000      23688.00|      40.00000      26320.00|      37.35000       24576.30
  ROCK RIPRAP, TYPE B                     |                            |                            |
0046 6131.50               37650.000  kg  |       1.77000      66640.50|       1.45000      54592.50|       1.84000       69276.00
  EPOXY COATED REINFORCING STEEL          |                            |                            |
0047 6139.50                  35.000  m2  |      38.00000       1330.00|      31.50000       1102.50|      39.42000        1379.70
  SUBSURFACE DRAINAGE MATTING             |                            |                            |
0048 6200.00                 307.900  m   |      95.00000      29250.50|      92.50000      28480.75|      98.56000       30346.62
  CONCRETE PILING                         |                            |                            |
0049 6510.55                   5.000  LS  |    2600.00000       2600.00|    8825.00000       8825.00|    2697.34000        2697.34
  TEMPORARY BRIDGE SHORING                |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                                  DATE : 10/25/01
                                                                                                             PAGE : 6
                                                        TABULATION OF BIDS

     CALL ORDER   : F08                    CONTRACT ID : 4729X                       COUNTIES : HALL
     LETTING DATE : 10/25/01  1:30 PM       DISTRICT    : 4
                                                                                     PROJECT(S) : EACNH-BH-34-4(120)



====================================================================================================================================
                                          |(1) 0083                    |(2) 0574                    |(3) 1661
                                          |WERNER CONSTRUCTION, INC.   |CONSTRUCTORS, INC.          |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0050 6601.15                 109.600  m   |      36.10000       3956.56|      56.75000       6219.80|      21.72000        2380.51
  38 mm CONDUIT IN BRIDGE                 |                            |                            |
0051 6617.50                   1.000  EACH|    2000.00000       2000.00|    4200.00000       4200.00|    2074.88000        2074.88
  PIER REPAIR                             |                            |                            |
0052 6617.60                   3.000  EACH|    2000.00000       6000.00|    3350.00000      10050.00|    2074.88000        6224.64
  BENT REPAIR                             |                            |                            |
0053 8091.00                 355.000  m3  |      18.00000       6390.00|      30.00000      10650.00|      18.67000        6627.85
  GRANULAR BACKFILL                       |                            |                            |
     SECTION TOTALS                       |             $    809,518.16|             $    931,429.85|                $    838,244.67
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005   GROUP 6A BRIDGE AT STA. 258+12.40 RT.
               5-16.764 m SPANS PRESTRESSED CONCRETE GIRDER BRIDGE
                                          |                            |                            |
0054 0030.60                          LUMP|    3450.00000       3450.00|    6300.00000       6300.00|    5187.20000        5187.20
  MOBILIZATION                            |                            |                            |
0055 6004.50                  26.700  m   |     206.50000       5513.55|     185.00000       4939.50|     259.36000        6924.91
  EXPANSION JOINT                         |                            |                            |
0056 6010.28                  66.300  m3  |     584.00000      38719.20|     615.00000      40774.50|     622.46000       41269.10
  CLASS 47BD-35 CONCRETE FOR BRIDGE       |                            |                            |
0057 6020.00                3945.000  kg  |       1.43000       5641.35|       2.10000       8284.50|       2.59000       10217.55
  REINFORCING STEEL FOR BRIDGE            |                            |                            |
0058 6030.00                   1.000  EACH|   17250.00000      17250.00|   27800.00000      27800.00|    7262.07000        7262.07
  PREPARATION OF BRIDGE AT STA. 258+12.40 |                            |                            |
  RT.                                     |                            |                            |
0059 6601.15                  84.800  m   |      49.00000       4155.20|      29.00000       2459.20|      22.01000        1866.45
  38 mm CONDUIT IN BRIDGE                 |                            |                            |
     SECTION TOTALS                       |             $     74,729.30|             $     90,557.70|                $     72,727.28
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006   GROUP 6B BRIDGE AT STA. 261+92.70 RT.
               6-16.764 m SPANS PRESTRESSED CONCRETE GIRDER BRIDGE
                                          |                            |                            |
0060 0030.60                          LUMP|    4100.00000       4100.00|    6300.00000       6300.00|    5187.20000        5187.20
  MOBILIZATION                            |                            |                            |
0061 6004.50                  29.700  m   |     206.50000       6133.05|     185.00000       5494.50|     259.36000        7702.99
  EXPANSION JOINT                         |                            |                            |
0062 6010.28                  79.000  m3  |     579.00000      45741.00|     620.00000      48980.00|     622.46000       49174.34
  CLASS 47BD-35 CONCRETE FOR BRIDGE       |                            |                            |
0063 6020.00                4656.000  kg  |       1.43000       6658.08|       2.10000       9777.60|       2.59000       12059.04
  REINFORCING STEEL FOR BRIDGE            |                            |                            |
0064 6030.00                   1.000  EACH|   21500.00000      21500.00|   27850.00000      27850.00|    8299.51000        8299.51
  PREPARATION OF BRIDGE AT STA. 261+92.70 |                            |                            |
  RT.                                     |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                                  DATE : 10/25/01
                                                                                                             PAGE : 7
                                                        TABULATION OF BIDS

     CALL ORDER   : F08                    CONTRACT ID : 4729X                       COUNTIES : HALL
     LETTING DATE : 10/25/01  1:30 PM       DISTRICT    : 4
                                                                                     PROJECT(S) : EACNH-BH-34-4(120)



====================================================================================================================================
                                          |(1) 0083                    |(2) 0574                    |(3) 1661
                                          |WERNER CONSTRUCTION, INC.   |CONSTRUCTORS, INC.          |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
     SECTION TOTALS                       |             $     84,132.13|             $     98,402.10|                $     82,423.08
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007   GROUP 6C BRIDGE AT STA. 312+50.6 LT.
               30.480 METER 3-SPAN CONCRETE SLAB BRIDGE, WIDEN AND OVERLAY
                                          |                            |                            |
0065 0030.60                          LUMP|   12000.00000      12000.00|    6300.00000       6300.00|   36310.37000       36310.37
  MOBILIZATION                            |                            |                            |
0066 1043.50                  62.000  m2  |       6.00000        372.00|       1.80000        111.60|      36.31000        2251.22
  RIPRAP FILTER FABRIC                    |                            |                            |
0067 3050.15                 150.900  m3  |     293.00000      44213.70|     250.00000      37725.00|     295.67000       44616.60
  CONCRETE FOR PAVEMENT APPROACHES CLASS  |                            |                            |
  47BD-30                                 |                            |                            |
0068 3051.10                9040.000  kg  |       1.63000      14735.20|       1.50000      13560.00|       2.59000       23413.60
  EPOXY COATED REINFORCING STEEL FOR      |                            |                            |
  PAVEMENT APPROACHES                     |                            |                            |
0069 6000.10                  40.000  LS  |    2300.00000       2300.00|    2100.00000       2100.00|    5187.20000        5187.20
  ABUTMENT NO.1 EXCAVATION                |                            |                            |
0070 6000.11                  40.000  LS  |    2300.00000       2300.00|    2100.00000       2100.00|    5187.20000        5187.20
  ABUTMENT NO.2 EXCAVATION                |                            |                            |
0071 6005.35                  32.390  m   |     206.50000       6688.54|     145.00000       4696.55|     233.42000        7560.47
  PRECOMPRESSED POLYURETHANE FOAM JOINT   |                            |                            |
0072 6007.01                 370.000  m2  |      46.00000      17020.00|      12.50000       4625.00|      31.12000       11514.40
  CLASS I REPAIR                          |                            |                            |
0073 6007.02                  74.000  m2  |      99.00000       7326.00|     115.00000       8510.00|     155.62000       11515.88
  CLASS II REPAIR                         |                            |                            |
0074 6007.03                   4.000  m2  |     197.50000        790.00|     260.00000       1040.00|     311.23000        1244.92
  CLASS III REPAIR                        |                            |                            |
0075 6008.40                 463.000  m2  |      31.00000      14353.00|      70.00000      32410.00|      36.31000       16811.53
  PLACING, FINISHING, AND CURING CONCRETE |                            |                            |
  OVERLAY-SF                              |                            |                            |
0076 6010.22                  28.900  m3  |     579.00000      16733.10|    1000.00000      28900.00|     674.34000       19488.43
  CLASS 47B-20 CONCRETE FOR BRIDGE        |                            |                            |
0077 6010.26                  54.100  m3  |     502.00000      27158.20|     890.00000      48149.00|    1011.50000       54722.15
  CLASS 47BD-30 CONCRETE FOR BRIDGE       |                            |                            |
0078 6016.02                  31.200  m3  |     457.00000      14258.40|     315.00000       9828.00|     829.95000       25894.44
  CONCRETE FOR OVERLAYS-SF                |                            |                            |
0079 6030.00                   1.000  EACH|   32000.00000      32000.00|   21000.00000      21000.00|   25935.98000       25935.98
  PREPARATION OF BRIDGE AT STA. 312+50.60 |                            |                            |
  LT.                                     |                            |                            |
0080 6104.00                  24.000  Mg  |      43.00000       1032.00|      17.00000        408.00|     114.12000        2738.88
  BROKEN CONCRETE RIPRAP                  |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                                  DATE : 10/25/01
                                                                                                             PAGE : 8
                                                        TABULATION OF BIDS

     CALL ORDER   : F08                    CONTRACT ID : 4729X                       COUNTIES : HALL
     LETTING DATE : 10/25/01  1:30 PM       DISTRICT    : 4
                                                                                     PROJECT(S) : EACNH-BH-34-4(120)



====================================================================================================================================
                                          |(1) 0083                    |(2) 0574                    |(3) 1661
                                          |WERNER CONSTRUCTION, INC.   |CONSTRUCTORS, INC.          |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0081 6105.02                   5.000  Mg  |      57.50000        287.50|      35.00000        175.00|     181.55000         907.75
  ROCK RIPRAP, TYPE B                     |                            |                            |
0082 6131.50               10030.000  kg  |       1.66000      16649.80|       1.50000      15045.00|       2.59000       25977.70
  EPOXY COATED REINFORCING STEEL          |                            |                            |
0083 6200.00                 213.400  m   |     113.00000      24114.20|      92.00000      19632.80|     181.55000       38742.77
  CONCRETE PILING                         |                            |                            |
0084 6510.55                   5.000  LS  |    5250.00000       5250.00|   18900.00000      18900.00|   10374.39000       10374.39
  TEMPORARY BRIDGE SHORING                |                            |                            |
0085 6601.15                  56.300  m   |      42.00000       2364.60|      56.75000       3195.03|      22.65000        1275.20
  38 mm CONDUIT IN BRIDGE                 |                            |                            |
0086 8091.00                  45.000  m3  |      26.00000       1170.00|      29.00000       1305.00|      51.87000        2334.15
  GRANULAR BACKFILL                       |                            |                            |
     SECTION TOTALS                       |             $    263,116.24|             $    279,715.98|                $    374,005.23
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0008   GROUP 6D BRIDGE AT STA. 312+50.60 RT.
               ONE 12.34 M SPAN AND TWO 9.605 M SPANS, CONCRETE SLAB BRIDGE
                                          |                            |                            |
0087 0030.60                          LUMP|    2150.00000       2150.00|    3300.00000       3300.00|    3112.32000        3112.32
  MOBILIZATION                            |                            |                            |
0088 6010.28                  11.800  m3  |     646.00000       7622.80|     650.00000       7670.00|     829.95000        9793.41
  CLASS 47BD-35 CONCRETE FOR BRIDGE       |                            |                            |
0089 6020.00                 687.000  kg  |       1.43000        982.41|       2.10000       1442.70|       2.59000        1779.33
  REINFORCING STEEL FOR BRIDGE            |                            |                            |
0090 6030.00                   1.000  EACH|   11000.00000      11000.00|    6500.00000       6500.00|    4149.76000        4149.76
  PREPARATION OF BRIDGE AT STA. 312+50.60 |                            |                            |
  RT.                                     |                            |                            |
0091 6601.15                  31.200  m   |      69.50000       2168.40|      29.00000        904.80|      36.31000        1132.87
  38 mm CONDUIT IN BRIDGE                 |                            |                            |
     SECTION TOTALS                       |             $     23,923.61|             $     19,817.50|                $     19,967.69
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0009   GROUP 6E BRIDGE AT STA. 317+55.80 LT.
               2-4.955m & 1-5.945m CONCRETE SLAB BRIDGE
                                          |                            |                            |
0092 0030.60                          LUMP|    2150.00000       2150.00|    6300.00000       6300.00|   10374.39000       10374.39
  MOBILIZATION                            |                            |                            |
0093 6007.01                 398.100  m2  |      39.00000      15525.90|      12.50000       4976.25|      20.75000        8260.58
  CLASS I REPAIR                          |                            |                            |
0094 6007.02                 137.000  m2  |      99.00000      13563.00|     115.00000      15755.00|     155.62000       21319.94
  CLASS II REPAIR                         |                            |                            |
0095 6007.03                   5.000  m2  |     197.50000        987.50|     260.00000       1300.00|     311.23000        1556.15
  CLASS III REPAIR                        |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                                  DATE : 10/25/01
                                                                                                             PAGE : 9
                                                        TABULATION OF BIDS

     CALL ORDER   : F08                    CONTRACT ID : 4729X                       COUNTIES : HALL
     LETTING DATE : 10/25/01  1:30 PM       DISTRICT    : 4
                                                                                     PROJECT(S) : EACNH-BH-34-4(120)



====================================================================================================================================
                                          |(1) 0083                    |(2) 0574                    |(3) 1661
                                          |WERNER CONSTRUCTION, INC.   |CONSTRUCTORS, INC.          |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0096 6008.40                 398.100  m2  |      31.00000      12341.10|      70.00000      27867.00|      36.31000       14455.01
  PLACING, FINISHING, AND CURING CONCRETE |                            |                            |
  OVERLAY-SF                              |                            |                            |
0097 6010.25                  12.860  m3  |     637.00000       8191.82|     650.00000       8359.00|     829.95000       10673.16
  CONCRETE CLASS 47BD-35 FOR BRIDGES      |                            |                            |
0098 6016.02                  37.800  m3  |     457.00000      17274.60|     315.00000      11907.00|     829.95000       31372.11
  CONCRETE FOR OVERLAYS-SF                |                            |                            |
0099 6020.00                 810.000  kg  |       1.43000       1158.30|       2.10000       1701.00|       2.59000        2097.90
  REINFORCING STEEL FOR BRIDGE            |                            |                            |
0100 6030.00                   1.000  EACH|   10000.00000      10000.00|    9900.00000       9900.00|    4149.76000        4149.76
  PREPARATION OF BRIDGE AT STA. 317+55.80 |                            |                            |
  LT.                                     |                            |                            |
0101 6601.15                  17.000  m   |     106.00000       1802.00|      29.00000        493.00|      27.03000         459.51
  38 mm CONDUIT IN BRIDGE                 |                            |                            |
     SECTION TOTALS                       |             $     82,994.22|             $     88,558.25|                $    104,718.51
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0010   GROUP 6F BRIDGE AT STA. 317+59.20 RT.
               15.850 M MULTIPLE SPAN CONCRETE SLAB
                                          |                            |                            |
0102 0030.60                          LUMP|    2150.00000       2150.00|    3350.00000       3350.00|    3112.32000        3112.32
  MOBILIZATION                            |                            |                            |
0103 6010.28                  12.860  m3  |     637.00000       8191.82|     650.00000       8359.00|     674.34000        8672.01
  CLASS 47BD-35 CONCRETE FOR BRIDGE       |                            |                            |
0104 6020.00                 810.000  kg  |       1.43000       1158.30|       2.10000       1701.00|       2.59000        2097.90
  REINFORCING STEEL FOR BRIDGE            |                            |                            |
0105 6030.00                   1.000  EACH|   10000.00000      10000.00|    6800.00000       6800.00|    4149.76000        4149.76
  PREPARATION OF BRIDGE AT STA. 317+59.20 |                            |                            |
  RT.                                     |                            |                            |
0106 6601.15                  17.000  m   |     106.00000       1802.00|      29.40000        499.80|      27.03000         459.51
  38 mm CONDUIT IN BRIDGE                 |                            |                            |
     SECTION TOTALS                       |             $     23,302.12|             $     20,709.80|                $     18,491.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0011   GROUP 7 GUARDRAIL
                                          |                            |                            |
0107 0030.70                          LUMP|    1500.00000       1500.00|     635.00000        635.00|     628.11000         628.11
  MOBILIZATION                            |                            |                            |
0108 7011.20                 129.540  m   |      14.00000       1813.56|      14.50000       1878.33|      14.52000        1880.92
  W-BEAM GUARDRAIL                        |                            |                            |
0109 7011.30                  59.050  m   |      20.00000       1181.00|      21.00000       1240.05|      20.75000        1225.29
  THRIE-BEAM GUARDRAIL                    |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                                  DATE : 10/25/01
                                                                                                             PAGE : 10
                                                        TABULATION OF BIDS

     CALL ORDER   : F08                    CONTRACT ID : 4729X                       COUNTIES : HALL
     LETTING DATE : 10/25/01  1:30 PM       DISTRICT    : 4
                                                                                     PROJECT(S) : EACNH-BH-34-4(120)



====================================================================================================================================
                                          |(1) 0083                    |(2) 0574                    |(3) 1661
                                          |WERNER CONSTRUCTION, INC.   |CONSTRUCTORS, INC.          |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 7020.00                   8.000  EACH|    1100.00000       8800.00|    1150.00000       9200.00|    1141.18000        9129.44
  BRIDGE APPROACH SECTIONS                |                            |                            |
0111 7020.60                   6.000  EACH|    1100.00000       6600.00|    1150.00000       6900.00|    1141.18000        6847.08
  SPECIAL BRIDGE APPROACH SECTION         |                            |                            |
0112 7022.00                   6.000  EACH|     350.00000       2100.00|     365.00000       2190.00|     363.10000        2178.60
  END ANCHORAGE ASSEMBLY                  |                            |                            |
0113 7022.50                   6.000  EACH|    4500.00000      27000.00|    4725.00000      28350.00|    4668.48000       28010.88
  BULLNOSE-3.8 m                          |                            |                            |
0114 7024.27                   8.000  EACH|    1600.00000      12800.00|    1680.00000      13440.00|    1659.90000       13279.20
  GUARDRAIL END TREATMENT, TYPE II        |                            |                            |
     SECTION TOTALS                       |             $     61,794.56|             $     63,833.38|                $     63,179.52
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0012   GROUP 8B ELECTRICAL
                                          |                            |                            |
0115 A001.01                  12.000  EACH|     450.00000       5400.00|     400.00000       4800.00|     403.12000        4837.44
  PULL BOX, TYPE PB-1                     |                            |                            |
0116 A001.02                   1.000  EACH|     400.00000        400.00|     350.00000        350.00|     459.50000         459.50
  PULL BOX, TYPE PB-1A                    |                            |                            |
0117 A001.06                   2.000  EACH|     625.00000       1250.00|     550.00000       1100.00|     598.04000        1196.08
  PULL BOX, TYPE PB-2A                    |                            |                            |
0118 A003.10                   5.000  EACH|     650.00000       3250.00|     560.00000       2800.00|     581.57000        2907.85
  TRAFFIC SIGNAL, TYPE TS-1               |                            |                            |
0119 A003.20                   1.000  EACH|     650.00000        650.00|     570.00000        570.00|     677.37000         677.37
  TRAFFIC SIGNAL, TYPE TS-1A              |                            |                            |
0120 A004.04                   4.000  EACH|     900.00000       3600.00|     900.00000       3600.00|     934.45000        3737.80
  TRAFFIC SIGNAL, TYPE TS-1LL             |                            |                            |
0121 A004.28                   2.000  EACH|     900.00000       1800.00|     920.00000       1840.00|     966.33000        1932.66
  TRAFFIC SIGNAL, TYPE TS-1RR             |                            |                            |
0122 A004.40                   2.000  EACH|     650.00000       1300.00|     270.00000        540.00|     323.12000         646.24
  TRAFFIC SIGNAL, TYPE TS-2               |                            |                            |
0123 A006.75                   2.000  EACH|     700.00000       1400.00|     490.00000        980.00|     540.98000        1081.96
  PEDESTAL POLE, TYPE PP-3048             |                            |                            |
0124 A006.86                   1.000  EACH|     900.00000        900.00|     540.00000        540.00|     641.06000         641.06
  PEDESTAL POLE, TYPE PP-3660             |                            |                            |
0125 A006.98                  12.000  EACH|     275.00000       3300.00|      50.00000        600.00|      60.77000         729.24
  VEHICLE DETECTOR, TYPE A PREFORMED      |                            |                            |
0126 A007.00                  12.000  EACH|     300.00000       3600.00|      78.50000        942.00|      86.71000        1040.52
  VEHICLE DETECTOR, TYPE B PREFORMED      |                            |                            |
0127 A007.08                   2.000  EACH|     450.00000        900.00|     525.00000       1050.00|     572.11000        1144.22
  VEHICLE DETECTOR, TYPE TD-3             |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                                  DATE : 10/25/01
                                                                                                             PAGE : 11
                                                        TABULATION OF BIDS

     CALL ORDER   : F08                    CONTRACT ID : 4729X                       COUNTIES : HALL
     LETTING DATE : 10/25/01  1:30 PM       DISTRICT    : 4
                                                                                     PROJECT(S) : EACNH-BH-34-4(120)



====================================================================================================================================
                                          |(1) 0083                    |(2) 0574                    |(3) 1661
                                          |WERNER CONSTRUCTION, INC.   |CONSTRUCTORS, INC.          |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0128 A009.57                 195.000  EACH|    1275.00000     248625.00|    1500.00000     292500.00|    1499.65000      292431.75
  STREET LIGHTING UNIT, TYPE              |                            |                            |
  SL-BT-13.7-3.7-0.25                     |                            |                            |
0129 A009.81                   8.000  EACH|    1545.00000      12360.00|    1900.00000      15200.00|    1901.49000       15211.92
  STREET LIGHTING UNIT, TYPE              |                            |                            |
  SL-BT-15.2-3.7-0.25                     |                            |                            |
0130 A012.05                   1.000  EACH|    4500.00000       4500.00|    5000.00000       5000.00|    5076.11000        5076.11
  COMBINATION MAST ARM SIGNAL AND         |                            |                            |
  LIGHTING POLE, TYPE CMP-14-3.7          |                            |                            |
0131 A012.98                   1.000  EACH|    6800.00000       6800.00|    7777.00000       7777.00|    7783.82000        7783.82
  COMBINATION MAST ARM SIGNAL AND         |                            |                            |
  LIGHTING POLE, TYPE CMP-21.5-3.7        |                            |                            |
0132 A016.90                   1.000  EACH|    4800.00000       4800.00|    7000.00000       7000.00|    7016.12000        7016.12
  MAST ARM SIGNAL POLE, TYPE MP-21.5      |                            |                            |
0133 A020.17                   2.000  EACH|    1000.00000       2000.00|    1125.00000       2250.00|    1163.45000        2326.90
  LIGHTING CONTROL CENTER, TYPE P         |                            |                            |
0134 A020.30                  10.000  EACH|    1250.00000      12500.00|    1080.00000      10800.00|    1084.43000       10844.30
  LIGHTING CONTROL CENTER, TYPE R         |                            |                            |
0135 A070.10               13901.000  m   |       4.00000      55604.00|       3.50000      48653.50|       3.48000       48375.48
  38 mm CONDUIT IN TRENCH                 |                            |                            |
0136 A070.14                1212.000  m   |       5.00000       6060.00|       4.40000       5332.80|       4.50000        5454.00
  50 mm CONDUIT IN TRENCH                 |                            |                            |
0137 A070.18                  34.000  m   |       6.00000        204.00|      11.00000        374.00|      14.03000         477.02
  75 mm CONDUIT IN TRENCH                 |                            |                            |
0138 A072.10                  28.000  m   |       8.00000        224.00|       9.50000        266.00|      13.51000         378.28
  38 mm CONDUIT UNDER ROADWAY             |                            |                            |
0139 A074.12                 516.000  m   |      35.00000      18060.00|      39.00000      20124.00|      39.63000       20449.08
  38 mm CONDUIT, JACKED                   |                            |                            |
0140 A074.14                  65.000  m   |      40.00000       2600.00|      40.00000       2600.00|      42.10000        2736.50
  50 mm CONDUIT, JACKED                   |                            |                            |
0141 A074.18                  42.000  m   |      45.00000       1890.00|      43.00000       1806.00|      45.08000        1893.36
  75 mm CONDUIT, JACKED                   |                            |                            |
0142 A077.13                1002.000  m   |       1.60000       1603.20|       1.10000       1102.20|       1.20000        1202.40
  3/C #14 AWG TRAFFIC SIGNAL CABLE        |                            |                            |
0143 A077.15                  46.000  m   |       1.70000         78.20|       1.85000         85.10|       4.19000         192.74
  5/C #14 AWG TRAFFIC SIGNAL CABLE        |                            |                            |
0144 A077.22                 260.000  m   |       5.00000       1300.00|       3.30000        858.00|       3.73000         969.80
  12/C #14 AWG TRAFFIC SIGNAL CABLE       |                            |                            |
0145 A079.01                1875.000  m   |       1.50000       2812.50|       0.75000       1406.25|       0.84000        1575.00
  2/C #14 AWG DETECTOR LEAD-IN CABLE      |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                                  DATE : 10/25/01
                                                                                                             PAGE : 12
                                                        TABULATION OF BIDS

     CALL ORDER   : F08                    CONTRACT ID : 4729X                       COUNTIES : HALL
     LETTING DATE : 10/25/01  1:30 PM       DISTRICT    : 4
                                                                                     PROJECT(S) : EACNH-BH-34-4(120)



====================================================================================================================================
                                          |(1) 0083                    |(2) 0574                    |(3) 1661
                                          |WERNER CONSTRUCTION, INC.   |CONSTRUCTORS, INC.          |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0146 A079.50                 999.000  m   |       0.75000        749.25|       0.44000        439.56|       0.54000         539.46
  GROUNDING CONDUCTOR                     |                            |                            |
0147 A079.55                  17.000  m   |       3.00000         51.00|       2.30000         39.10|       8.56000         145.52
  SERVICE CABLE                           |                            |                            |
0148 A080.10                1056.000  m   |       2.00000       2112.00|       1.55000       1636.80|       1.66000        1752.96
  STREET LIGHTING CABLE, NO. 2 USE        |                            |                            |
0149 A080.16                 294.000  m   |       1.40000        411.60|       0.75000        220.50|       1.14000         335.16
  STREET LIGHTING CABLE, NO. 4 USE        |                            |                            |
  ALUMINUM                                |                            |                            |
0150 A080.22               14777.000  m   |       1.40000      20687.80|       0.95000      14038.15|       0.94000       13890.38
  STREET LIGHTING CABLE, NO. 6 BARE       |                            |                            |
0151 A080.24               28498.000  m   |       1.50000      42747.00|       0.96000      27358.08|       0.95000       27073.10
  STREET LIGHTING CABLE, NO. 6 USE        |                            |                            |
0152 A500.20                   1.000  EACH|    2200.00000       2200.00|     850.00000        850.00|     952.29000         952.29
  INSTALL TRAFFIC SIGNAL CONTROLLER, TYPE |                            |                            |
  TC-170                                  |                            |                            |
0153 A610.00                   1.000  EACH|    1500.00000       1500.00|    3675.00000       3675.00|    3737.81000        3737.81
  REMOVE TRAFFIC SIGNAL AT US-34 & US-281 |                            |                            |
0154 A610.10                   2.000  EACH|      25.00000         50.00|      83.00000        166.00|     115.63000         231.26
  REMOVE TRAFFIC SIGNAL HEAD              |                            |                            |
0155 A700.20                   2.000  EACH|     350.00000        700.00|     795.00000       1590.00|     841.84000        1683.68
  RELOCATE STREET LIGHTING UNIT           |                            |                            |
0156 0003.75                   1.000  EACH|    6000.00000       6000.00|   10000.00000      10000.00|   10159.56000       10159.56
  TEMPORARY TRAFFIC SIGNAL AT US-34 &     |                            |                            |
  US-281                                  |                            |                            |
0157 0030.81                          LUMP|    4309.00000       4309.00|    5200.00000       5200.00|    5293.97000        5293.97
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $    491,288.55|             $    508,060.04|                $    511,221.67
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0013   GROUP 9 BITUMINOUS
                                          |                            |                            |
0158 0002.55                 165.120  StaM|      23.00000       3797.76|      25.00000       4128.00|      22.82000        3768.04
  OVERLAY BROKEN LINES                    |                            |                            |
0159 0002.60                 330.240  StaM|      26.00000       8586.24|      25.00000       8256.00|      22.82000        7536.08
  OVERLAY SOLID LINES                     |                            |                            |
0160 0030.30                          LUMP|  135000.00000     135000.00|   59000.00000      59000.00|   63041.73000       63041.73
  MOBILIZATION                            |                            |                            |
0161 1102.50                2178.000  m2  |       2.95000       6425.10|       2.45000       5336.10|       3.28000        7143.84
  REMOVE ASPHALT SURFACING FROM PAVEMENT  |                            |                            |
0162 2001.00                  45.000  m3  |       9.00000        405.00|      16.75000        753.75|      47.65000        2144.25
  GRAVEL SURFACE COURSE                   |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                                  DATE : 10/25/01
                                                                                                             PAGE : 13
                                                        TABULATION OF BIDS

     CALL ORDER   : F08                    CONTRACT ID : 4729X                       COUNTIES : HALL
     LETTING DATE : 10/25/01  1:30 PM       DISTRICT    : 4
                                                                                     PROJECT(S) : EACNH-BH-34-4(120)



====================================================================================================================================
                                          |(1) 0083                    |(2) 0574                    |(3) 1661
                                          |WERNER CONSTRUCTION, INC.   |CONSTRUCTORS, INC.          |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0163 2020.50                 616.000  m2  |      42.00000      25872.00|      38.00000      23408.00|      37.22000       22927.52
  SURFACING 200mm                         |                            |                            |
0164 2021.00                   4.000  EACH|      50.00000        200.00|      52.50000        210.00|      51.87000         207.48
  MAILBOX POST                            |                            |                            |
0165 3008.05                1408.000  EACH|       8.00000      11264.00|       7.95000      11193.60|      10.37000       14600.96
  TIE BARS                                |                            |                            |
0166 3017.40                  35.000  m2  |      39.50000       1382.50|      46.00000       1610.00|      57.06000        1997.10
  CONCRETE CLASS 47B-20 MEDIAN SURFACING  |                            |                            |
0167 3031.80                 122.000  m2  |     125.00000      15250.00|      54.00000       6588.00|     145.24000       17719.28
  205 mm CONCRETE BASE COURSE CLASS PR-25 |                            |                            |
0168 3032.18                2457.000  m2  |      46.65000     114619.05|      53.00000     130221.00|      88.18000      216658.26
  205 mm CONCRETE BASE COURSE, CLASS      |                            |                            |
  47B-HE-25                               |                            |                            |
0169 3040.11                 115.900  m2  |     141.00000      16341.90|     135.00000      15646.50|     134.07000       15538.71
  CONCRETE PAVEMENT REPAIR, TYPE A, FULL  |                            |                            |
  DEPTH                                   |                            |                            |
0170 3040.12                 786.200  m2  |     125.00000      98275.00|     115.00000      90413.00|     114.12000       89721.14
  CONCRETE PAVEMENT REPAIR, TYPE B, FULL  |                            |                            |
  DEPTH                                   |                            |                            |
0171 3040.13                1547.500  m2  |     110.00000     170225.00|     100.00000     154750.00|      98.56000      152521.60
  CONCRETE PAVEMENT REPAIR, TYPE C, FULL  |                            |                            |
  DEPTH                                   |                            |                            |
0172 3040.18                   6.500  m2  |     190.00000       1235.00|     124.00000        806.00|     122.04000         793.26
  CONCRETE PAVEMENT REPAIR, TYPE A,       |                            |                            |
  PARTIAL DEPTH                           |                            |                            |
0173 3041.25                  47.000  Mg  |     750.00000      35250.00|     660.00000      31020.00|     264.09000       12412.23
  BITUMINOUS PATCHING                     |                            |                            |
0174 3075.31                3579.000  m2  |      43.45000     155507.55|      52.00000     186108.00|      53.95000      193087.05
  205 mm CONCRETE PAVEMENT, CLASS 47B-25  |                            |                            |
0175 3091.18                 859.000  m2  |      48.20000      41403.80|      53.00000      45527.00|      88.18000       75746.62
  205 mm CONCRETE PAVEMENT CLASS 47B-HE-25|                            |                            |
0176 3221.05                 267.300  m2  |     116.00000      31006.80|     120.00000      32076.00|     117.76000       31477.25
  CONCRETE PAVEMENT, CLASS PR-25 JOINT    |                            |                            |
  REPAIR                                  |                            |                            |
0177 3222.06                 176.000  m2  |      85.00000      14960.00|      60.00000      10560.00|      98.56000       17346.56
  205 mm CONCRETE PAVEMENT, CLASS PR-25   |                            |                            |
0178 7490.03                9500.000  m   |       1.24000      11780.00|       1.25000      11875.00|       1.29000       12255.00
  100 mm YELLOW THERMOPLASTIC             |                            |                            |
0179 7490.04               11500.000  m   |       1.24000      14260.00|       1.25000      14375.00|       1.29000       14835.00
  100 mm WHITE THERMOPLASTIC              |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                                  DATE : 10/25/01
                                                                                                             PAGE : 14
                                                        TABULATION OF BIDS

     CALL ORDER   : F08                    CONTRACT ID : 4729X                       COUNTIES : HALL
     LETTING DATE : 10/25/01  1:30 PM       DISTRICT    : 4
                                                                                     PROJECT(S) : EACNH-BH-34-4(120)



====================================================================================================================================
                                          |(1) 0083                    |(2) 0574                    |(3) 1661
                                          |WERNER CONSTRUCTION, INC.   |CONSTRUCTORS, INC.          |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0180 8029.10                7193.000  m2  |       2.10000      15105.30|       8.50000      61140.50|       2.38000       17119.34
  AGGREGATE FOUNDATION COURSE-D 100 mm    |                            |                            |
0181 8051.00                 328.000  m3  |      21.00000       6888.00|      21.50000       7052.00|      21.42000        7025.76
  SOIL BINDER                             |                            |                            |
0182 8101.40                8539.000  m2  |       2.95000      25190.05|       3.30000      28178.70|       3.32000       28349.48
  SUBGRADE STABILIZATION                  |                            |                            |
0183 9000.75                 300.000  Mg  |      14.40000       4320.00|      15.50000       4650.00|      15.15000        4545.00
  ASPHALTIC CONCRETE FOR STATE            |                            |                            |
  MAINTENANCE PATCHING, TYPE SPS          |                            |                            |
0184 9005.00                 100.000  Mg  |      30.76000       3076.00|      46.00000       4600.00|      45.74000        4574.00
  ASPHALTIC CONCRETE FOR PATCHING, TYPE   |                            |                            |
  SP4(12.5)                               |                            |                            |
0185 9005.23                6840.000  Mg  |      14.40000      98496.00|      14.65000     100206.00|      19.52000      133516.80
  ASPHALTIC CONCRETE, TYPE SPS            |                            |                            |
0186 9005.45               19790.000  Mg  |      22.76000     450420.40|      22.10000     437359.00|      28.79000      569754.10
  ASPHALTIC CONCRETE, TYPE SP4(12.5)      |                            |                            |
0187 9009.00                 948.000  m2  |       2.50000       2370.00|       2.90000       2749.20|       7.75000        7347.00
  PLACEMENT OF ASPHALTIC CONCRETE FOR     |                            |                            |
  DRIVEWAYS AND INTERSECTIONS             |                            |                            |
0188 9020.91                  16.200  Mg  |     174.00000       2818.80|     171.77000       2782.67|     178.17000        2886.35
  PERFORMANCE GRADED BINDER (64-22) FOR   |                            |                            |
  STATE MAINTENANCE PATCHING              |                            |                            |
0189 9021.01                 369.360  Mg  |     174.00000      64268.64|     171.77000      63444.97|     178.17000       65808.87
  PERFORMANCE GRADED BINDER (64-22)       |                            |                            |
0190 9021.06                1074.060  Mg  |     260.00000     279255.60|     305.00000     327588.30|     265.39000      285044.78
  PERFORMANCE GRADED BINDER (70-34)       |                            |                            |
0191 9034.00                 948.000  m2  |       2.50000       2370.00|       2.40000       2275.20|       0.81000         767.88
  PREPARATION OF INTERSECTIONS AND        |                            |                            |
  DRIVEWAYS                               |                            |                            |
0192 9053.00               82830.000  L   |       0.26000      21535.80|       0.20000      16566.00|       0.22000       18222.60
  TACK COAT                               |                            |                            |
0193 9111.00                 610.000  kL  |       2.00000       1220.00|       5.20000       3172.00|       2.74000        1671.40
  WATER                                   |                            |                            |
0194 9170.00                 169.471  StaM|     230.00000      38978.33|     240.00000      40673.04|     236.54000       40086.67
  EARTH SHOULDER CONSTRUCTION             |                            |                            |
0195 9179.80                   4.000  EACH|    1550.00000       6200.00|    1175.00000       4700.00|    1269.81000        5079.24
  MILLING CONCRETE FOR INLAYS             |                            |                            |
0196 9185.76                 172.000  StaM|      50.00000       8600.00|      57.50000       9890.00|      55.48000        9542.56
  RUMBLE STRIPS, ASPHALT                  |                            |                            |
0197 9186.01                   2.388  StaM|    2950.00000       7044.60|    3000.00000       7164.00|    2630.66000        6282.02
  CONCRETE SURFACE MILLING                |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                                  DATE : 10/25/01
                                                                                                             PAGE : 15
                                                        TABULATION OF BIDS

     CALL ORDER   : F08                    CONTRACT ID : 4729X                       COUNTIES : HALL
     LETTING DATE : 10/25/01  1:30 PM       DISTRICT    : 4
                                                                                     PROJECT(S) : EACNH-BH-34-4(120)



====================================================================================================================================
                                          |(1) 0083                    |(2) 0574                    |(3) 1661
                                          |WERNER CONSTRUCTION, INC.   |CONSTRUCTORS, INC.          |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0198 9188.50                 589.000  m2  |      25.00000      14725.00|      23.25000      13694.25|      20.47000       12056.83
  SURFACING UNDER GUARDRAIL               |                            |                            |
0199 9300.50                   8.320  LS  |    2500.00000       2500.00|    5390.00000       5390.00|    1851.78000        1851.78
  ASPHALT PAVEMENT SMOOTHNESS TESTING     |                            |                            |
     SECTION TOTALS                       |             $  1,968,429.22|             $  1,987,136.78|                $  2,195,011.42
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0014   GROUP 10 GENERAL ITEMS
                                          |                            |                            |
0200 0001.08               20260.000  BDAY|       0.50000      10130.00|       0.50000      10130.00|       0.50000       10130.00
  BARRICADE, TYPE II                      |                            |                            |
0201 0001.10                2155.000  BDAY|       2.50000       5387.50|       2.20000       4741.00|       2.07000        4460.85
  BARRICADE, TYPE III                     |                            |                            |
0202 0001.30                1220.000  LDAY|       2.50000       3050.00|       1.10000       1342.00|       1.04000        1268.80
  TYPE B HIGH INTENSITY WARNING LIGHT     |                            |                            |
0203 0001.75                 450.000  EACH|       7.50000       3375.00|       5.50000       2475.00|       5.19000        2335.50
  TEMPORARY SIGN DAY                      |                            |                            |
0204 0001.90               18806.000  EACH|       0.50000       9403.00|       0.40000       7522.40|       0.26000        4889.56
  SIGN DAY                                |                            |                            |
0205 0002.30                4350.000  m   |       1.14000       4959.00|       0.75000       3262.50|       1.04000        4524.00
  PAVEMENT MARKING REMOVAL                |                            |                            |
0206 0002.39                9400.000  m   |       3.82000      35908.00|       3.15000      29610.00|       2.07000       19458.00
  TEMPORARY PAVEMENT MARKING, TYPE II     |                            |                            |
0207 0002.47                2000.000  m   |       1.57000       3140.00|       1.00000       2000.00|       1.04000        2080.00
  TEMPORARY PAVEMENT MARKING SURFACE      |                            |                            |
  PREPARATION                             |                            |                            |
0208 0002.97                 447.000  DAY |      22.00000       9834.00|      28.00000      12516.00|      51.87000       23185.89
  FLASHING ARROW PANEL                    |                            |                            |
0209 0003.10                  45.000  DAY |     175.00000       7875.00|     185.00000       8325.00|     180.75000        8133.75
  FLAGGING                                |                            |                            |
0210 0003.35                   2.000  DAY |    2000.00000       4000.00|    1260.00000       2520.00|    1296.80000        2593.60
  MOBILE TRAFFIC CONTROL OPERATION        |                            |                            |
0211 0003.51                 615.000  m   |      35.00000      21525.00|      59.00000      36285.00|      56.28000       34612.20
  INSTALL CONCRETE PROTECTION BARRIER     |                            |                            |
0212 0003.56                 968.000  m   |       5.00000       4840.00|       3.90000       3775.20|      16.69000       16155.92
  RELOCATE CONCRETE PROTECTION BARRIER    |                            |                            |
0213 0003.57                   8.000  EACH|     950.00000       7600.00|    1000.00000       8000.00|    1037.44000        8299.52
  RELOCATE INERTIAL BARRIER SYSTEM        |                            |                            |
0214 0003.58                   4.000  EACH|    3700.00000      14800.00|    4400.00000      17600.00|    3371.68000       13486.72
  INERTIAL BARRIER SYSTEM                 |                            |                            |
0215 0003.64                   5.000  EACH|     275.00000       1375.00|     220.00000       1100.00|     259.36000        1296.80
  REPLACEMENT MODULE                      |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                                  DATE : 10/25/01
                                                                                                             PAGE : 16
                                                        TABULATION OF BIDS

     CALL ORDER   : F08                    CONTRACT ID : 4729X                       COUNTIES : HALL
     LETTING DATE : 10/25/01  1:30 PM       DISTRICT    : 4
                                                                                     PROJECT(S) : EACNH-BH-34-4(120)



====================================================================================================================================
                                          |(1) 0083                    |(2) 0574                    |(3) 1661
                                          |WERNER CONSTRUCTION, INC.   |CONSTRUCTORS, INC.          |U.S. ASPHALT CO.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0216 0010.04                   1.000  EACH|    1500.00000       1500.00|    3575.00000       3575.00|    1452.41000        1452.41
  FIELD OFFICE                            |                            |                            |
0217 0020.00                1000.000  HOUR|       0.80000        800.00|       0.80000        800.00|       0.80000         800.00
  TRAINING                                |                            |                            |
0218 0030.00                          LUMP|   10000.00000      10000.00|   54000.00000      54000.00|   30332.02000       30332.02
  MOBILIZATION                            |                            |                            |
0219 9110.01                  25.000  HOUR|      75.00000       1875.00|      55.00000       1375.00|      62.71000        1567.75
  RENTAL OF LOADER, FULLY OPERATED        |                            |                            |
0220 9110.02                  20.000  HOUR|      70.00000       1400.00|      73.00000       1460.00|      54.07000        1081.40
  RENTAL OF MOTOR GRADER, FULLY OPERATED  |                            |                            |
0221 9110.03                  25.000  HOUR|      55.00000       1375.00|      47.00000       1175.00|      49.12000        1228.00
  RENTAL OF DUMP TRUCK, FULLY OPERATED    |                            |                            |
0222 9110.07                  25.000  HOUR|      50.00000       1250.00|      38.00000        950.00|      40.96000        1024.00
  RENTAL OF SKID LOADER, FULLY OPERATED   |                            |                            |
     SECTION TOTALS                       |             $    165,401.50|             $    214,539.10|                $    194,396.69
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  4,253,248.93|             $  4,514,142.08|                $  4,684,945.15
====================================================================================================================================