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Contract Letting March 14, 2002

 

                                                    NEBRASKA DEPARTMENT OF ROADS                             DATE : 03/14/02
                                                                                                             PAGE : 2
                                                          VENDOR RANKING

     CALL ORDER   :  F02                     CONTRACT ID : 1837X                        COUNTIES :  RICHARDSON
     LETTING DATE : 03/14/02                DISTRICT    : 1
                                                                                           PROJECT(S) : EACNH-75-1(105)
     CONTRACT DESCRIPTION :
     ON US-75 IN DAWSON.

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

  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   1661           U.S. ASPHALT CO.                                                       $  1,279,164.36     100.0000%
   2   1613           M. E. COLLINS CONTRACTING COMPANY, INC.                                $  1,335,403.68     104.3965%
   3   1749           VAN KIRK SAND & GRAVEL, INC.                                           $  1,433,220.19     112.0434%
                                                    NEBRASKA DEPARTMENT OF ROADS                             DATE : 03/14/02
                                                                                                             PAGE : 3
                                                        TABULATION OF BIDS

     CALL ORDER   :  F02                    CONTRACT ID : 1837X                       COUNTIES :  RICHARDSON
     LETTING DATE : 03/14/02  1:30 PM       DISTRICT    : 1
                                                                                     PROJECT(S) : EACNH-75-1(105)



====================================================================================================================================
                                          |(1) 1661                    |(2) 1613                    |(3) 1749
                                          |U.S. ASPHALT CO.            |COLLINS CONTRACTING COMPANY,|VAN KIRK SAND & GRAVEL, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   GROUP 1 GRADING
                                          |                            |                            |
0001 L006.00                   0.300  ha  |     422.53000        126.76|     423.10000        126.93|   12970.00000        3891.00
  COVER CROP SEEDING                      |                            |                            |
0002 L006.50                   0.300  ha  |    7922.40000       2376.72|    7932.40000       2379.72|   12970.00000        3891.00
  TEMPORARY SEEDING                       |                            |                            |
0003 L020.00                  52.000  m2  |       4.23000        219.96|       4.20000        218.40|       3.00000         156.00
  EROSION CONTROL                         |                            |                            |
0004 L020.09                  90.000  m2  |      15.84000       1425.60|      15.90000       1431.00|      20.00000        1800.00
  EROSION CONTROL, TYPE AAA               |                            |                            |
0005 L022.11                 141.000  m   |      15.84000       2233.44|      15.90000       2241.90|      19.00000        2679.00
  FABRIC SILT FENCE-LOW POROSITY          |                            |                            |
0006 P406.48                  42.000  m   |     192.25000       8074.50|     192.50000       8085.00|     278.00000       11676.00
  1200 mm CULVERT PIPE, TYPE 2,3,4 OR 5   |                            |                            |
0007 0030.10                          LUMP|    2112.64000       2112.64|   16235.00000      16235.00|   10000.00000       10000.00
  MOBILIZATION                            |                            |                            |
0008 1009.00                          LUMP|    9295.62000       9295.62|    9307.40000       9307.40|    8000.00000        8000.00
  GENERAL CLEARING AND GRUBBING           |                            |                            |
0009 1010.01                1279.000  m3  |       6.29000       8044.91|       6.30000       8057.70|       8.00000       10232.00
  EXCAVATION (ESTABLISHED QUANTITY)       |                            |                            |
0010 1011.00                  25.000  kL  |      10.56000        264.00|      10.60000        265.00|      10.00000         250.00
  WATER                                   |                            |                            |
0011 1030.00                2439.000  m3  |       7.29000      17780.31|       7.30000      17804.70|      13.00000       31707.00
  EARTHWORK MEASURED IN EMBANKMENT        |                            |                            |
0012 1102.00                  38.000  m2  |       5.26000        199.88|       5.30000        201.40|      12.00000         456.00
  REMOVE ASPHALT SURFACE                  |                            |                            |
0013 1106.00                 214.000  m2  |       5.26000       1125.64|       5.30000       1134.20|       8.00000        1712.00
  REMOVE DRIVEWAY                         |                            |                            |
0014 1107.00                1961.000  m2  |       5.26000      10314.86|       5.30000      10393.30|       7.00000       13727.00
  REMOVE WALK                             |                            |                            |
0015 1108.00                1672.600  m   |       5.26000       8797.88|       5.30000       8864.78|       4.80000        8028.48
  REMOVE COMBINATION CURB AND GUTTER      |                            |                            |
0016 1113.00                   4.000  EACH|     158.45000        633.80|     158.60000        634.40|     500.00000        2000.00
  REMOVE STEP                             |                            |                            |
0017 1128.50                  20.000  m2  |      10.56000        211.20|      10.60000        212.00|      10.00000         200.00
  REMOVE SLAB                             |                            |                            |
0018 4093.80                  32.120  m2  |     383.44000      12316.09|     204.90000       6581.39|     220.00000        7066.40
  WALL MATERIALS                          |                            |                            |
0019 4095.15                  43.800  m   |      10.67000        467.35|      41.70000       1826.46|      46.00000        2014.80
  COMPACTED EARTH LEVELING PAD            |                            |                            |
                                                    NEBRASKA DEPARTMENT OF ROADS                             DATE : 03/14/02
                                                                                                             PAGE : 4
                                                        TABULATION OF BIDS

     CALL ORDER   :  F02                    CONTRACT ID : 1837X                       COUNTIES :  RICHARDSON
     LETTING DATE : 03/14/02  1:30 PM       DISTRICT    : 1
                                                                                     PROJECT(S) : EACNH-75-1(105)



====================================================================================================================================
                                          |(1) 1661                    |(2) 1613                    |(3) 1749
                                          |U.S. ASPHALT CO.            |COLLINS CONTRACTING COMPANY,|VAN KIRK SAND & GRAVEL, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 7151.00                  41.400  m   |      79.22000       3279.71|      79.30000       3283.02|      33.00000        1366.20
  REMOVE AND RESET FENCE                  |                            |                            |
0021 8024.50                   9.490  m3  |       9.12000         86.55|      47.60000        451.72|      70.00000         664.30
  SELECT GRANULAR BACKFILL FOR RETAINED   |                            |                            |
  EARTH STRUCTURE                         |                            |                            |
     SECTION TOTALS                       |             $     89,387.42|             $     99,735.42|                $    121,517.18
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002   GROUP 4 CULVERTS
                                          |                            |                            |
0022 P700.18                  56.400  m   |      94.54000       5332.06|     120.00000       6768.00|      89.50000        5047.80
  450 mm STORM SEWER PIPE, TYPE 1,7 OR 8  |                            |                            |
0023 P702.18                   9.000  m   |      94.54000        850.86|     115.80000       1042.20|      89.50000         805.50
  450 mm STORM SEWER PIPE, TYPE 1         |                            |                            |
0024 P705.18                  39.000  m   |     105.63000       4119.57|      70.00000       2730.00|     100.00000        3900.00
  450 mm STORM SEWER PIPE, TYPE 1 CLASS IV|                            |                            |
0025 P775.24                 233.600  m   |     165.63000      38691.17|     172.30000      40249.28|     156.80000       36628.48
  600 mm ROUND EQUIVALENT STORM SEWER     |                            |                            |
  PIPE, TYPE 1                            |                            |                            |
0026 0030.40                          LUMP|   10563.20000      10563.20|   20000.00000      20000.00|   10000.00000       10000.00
  MOBILIZATION                            |                            |                            |
0027 4002.00                 570.000  kg  |       4.54000       2587.80|       4.00000       2280.00|       4.30000        2451.00
  CAST IRON COVER AND FRAME               |                            |                            |
0028 4004.50                 338.000  kg  |       3.59000       1213.42|       3.00000       1014.00|       3.40000        1149.20
  CAST IRON GRATE AND FRAME               |                            |                            |
0029 4005.00                 156.000  kg  |       3.54000        552.24|       3.00000        468.00|       3.35000         522.60
  CAST IRON RING AND COVER                |                            |                            |
0030 4016.00                   1.000  EACH|    2112.64000       2112.64|    1720.00000       1720.00|    2000.00000        2000.00
  MANHOLE AT STA. 33+72.14 LT.            |                            |                            |
0031 4045.00                   1.000  EACH|    7922.40000       7922.40|    5000.00000       5000.00|    7500.00000        7500.00
  REMOVE STRUCTURE AT STA. 31+07          |                            |                            |
0032 4051.01                 297.000  m3  |      12.68000       3765.96|      15.00000       4455.00|      12.00000        3564.00
  EXCAVATION FOR BOX CULVERTS             |                            |                            |
0033 4101.06                  97.920  m3  |     396.12000      38788.07|     345.00000      33782.40|     375.00000       36720.00
  CLASS 47B-20 OR AX-20 CONCRETE FOR BOX  |                            |                            |
  CULVERT                                 |                            |                            |
0034 4103.06                   0.880  m3  |    1584.48000       1394.34|    3600.00000       3168.00|    1500.00000        1320.00
  CLASS 47B-20 CONCRETE FOR STEP          |                            |                            |
0035 4105.59                  31.890  m3  |     570.41000      18190.37|     530.00000      16901.70|     540.00000       17220.60
  CLASS 47B-20 CONCRETE FOR INLET AND     |                            |                            |
  JUNCTION BOX                            |                            |                            |
                                                    NEBRASKA DEPARTMENT OF ROADS                             DATE : 03/14/02
                                                                                                             PAGE : 5
                                                        TABULATION OF BIDS

     CALL ORDER   :  F02                    CONTRACT ID : 1837X                       COUNTIES :  RICHARDSON
     LETTING DATE : 03/14/02  1:30 PM       DISTRICT    : 1
                                                                                     PROJECT(S) : EACNH-75-1(105)



====================================================================================================================================
                                          |(1) 1661                    |(2) 1613                    |(3) 1749
                                          |U.S. ASPHALT CO.            |COLLINS CONTRACTING COMPANY,|VAN KIRK SAND & GRAVEL, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0036 4151.00                6260.000  kg  |       1.51000       9452.60|       1.40000       8764.00|       1.43000        8951.80
  REINFORCING STEEL FOR BOX CULVERT       |                            |                            |
0037 4155.50                1343.000  kg  |       2.32000       3115.76|       2.30000       3088.90|       2.20000        2954.60
  REINFORCING STEEL FOR INLET AND         |                            |                            |
  JUNCTION BOX                            |                            |                            |
0038 4310.18                   5.000  EACH|     404.57000       2022.85|     480.00000       2400.00|     383.00000        1915.00
  450 mm FLARED-END SECTION               |                            |                            |
0039 4320.24                   2.000  EACH|     518.65000       1037.30|     680.00000       1360.00|     491.00000         982.00
  600 mm ROUND EQUIVALENT FLARED-END      |                            |                            |
  SECTION                                 |                            |                            |
0040 4875.18                  39.000  m   |     753.16000      29373.24|     660.60000      25763.40|     713.00000       27807.00
  JACKING 450 mm STORM SEWER PIPE, TYPE 1 |                            |                            |
  CLASS IV                                |                            |                            |
     SECTION TOTALS                       |             $    181,085.85|             $    180,954.88|                $    171,439.58
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003   GROUP 4A WATER MAIN
                                          |                            |                            |
0041 W100.00                  38.000  EACH|     221.83000       8429.54|     176.00000       6688.00|     210.00000        7980.00
  CURB STOP AND BOX                       |                            |                            |
0042 W175.01                  38.000  EACH|     221.83000       8429.54|     174.00000       6612.00|     210.00000        7980.00
  25 mm CORPORATION STOP                  |                            |                            |
0043 W176.26                 331.800  m   |      42.25000      14018.55|      41.20000      13670.16|      40.00000       13272.00
  25 mm WATER SERVICE                     |                            |                            |
0044 W176.70                  38.000  EACH|      52.82000       2007.16|      41.00000       1558.00|      50.00000        1900.00
  WATER SERVICE CONNECTION                |                            |                            |
0045 W205.06                1206.190  m   |      63.72000      76858.43|      53.80000      64893.02|      60.32000       72757.38
  150 mm WATER MAIN PIPE                  |                            |                            |
0046 W220.04                   1.000  EACH|     406.68000        406.68|     390.00000        390.00|     385.00000         385.00
  100 mm GATE VALVE, M.J.                 |                            |                            |
0047 W220.06                  42.000  EACH|     475.34000      19964.28|     480.00000      20160.00|     450.00000       18900.00
  150 mm GATE VALVE, M.J.                 |                            |                            |
0048 W221.04                   1.000  EACH|     217.34000        217.34|     160.00000        160.00|     205.00000         205.00
  100 mm WATER VALVE BOX                  |                            |                            |
0049 W221.06                  42.000  EACH|     217.34000       9128.28|     160.00000       6720.00|     205.00000        8610.00
  150 mm WATER VALVE BOX                  |                            |                            |
0050 W222.06                   8.000  EACH|    2179.19000      17433.52|    2670.00000      21360.00|    2063.00000       16504.00
  150 mm FIRE HYDRANT                     |                            |                            |
0051 W222.91                   8.000  EACH|     316.90000       2535.20|     195.00000       1560.00|     300.00000        2400.00
  SALVAGE FIRE HYDRANT                    |                            |                            |
0052 W300.12                  58.610  m   |      82.66000       4844.70|      46.20000       2707.78|      78.25000        4586.23
  300 mm CASING                           |                            |                            |
                                                    NEBRASKA DEPARTMENT OF ROADS                             DATE : 03/14/02
                                                                                                             PAGE : 6
                                                        TABULATION OF BIDS

     CALL ORDER   :  F02                    CONTRACT ID : 1837X                       COUNTIES :  RICHARDSON
     LETTING DATE : 03/14/02  1:30 PM       DISTRICT    : 1
                                                                                     PROJECT(S) : EACNH-75-1(105)



====================================================================================================================================
                                          |(1) 1661                    |(2) 1613                    |(3) 1749
                                          |U.S. ASPHALT CO.            |COLLINS CONTRACTING COMPANY,|VAN KIRK SAND & GRAVEL, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0053 W348.00                   1.000  EACH|    2112.64000       2112.64|    1682.00000       1682.00|    2000.00000        2000.00
  150 mm X 150 mm TAPPING TEE             |                            |                            |
0054 W355.04                   5.000  EACH|      95.07000        475.35|     140.00000        700.00|      90.00000         450.00
  100 mm SLEEVE                           |                            |                            |
0055 W355.06                   5.000  EACH|     120.42000        602.10|     159.00000        795.00|     114.00000         570.00
  150 mm SLEEVE                           |                            |                            |
0056 W356.10                   1.000  EACH|     164.79000        164.79|     196.00000        196.00|     156.00000         156.00
  150 mm X 100 mm TEE                     |                            |                            |
0057 W356.12                  22.000  EACH|     181.69000       3997.18|     213.00000       4686.00|     173.00000        3806.00
  150 mm X 150 mm TEE                     |                            |                            |
0058 W356.50                   2.000  EACH|     253.52000        507.04|     270.00000        540.00|     240.00000         480.00
  CROSS 150 mm X 150 mm                   |                            |                            |
0059 W356.51                   1.000  EACH|     232.39000        232.39|     249.00000        249.00|     220.00000         220.00
  CROSS 150 mm X 100 mm                   |                            |                            |
0060 W357.16                   4.000  EACH|     116.20000        464.80|     132.00000        528.00|     110.00000         440.00
  150 mm - 45 DEGREE BEND                 |                            |                            |
0061 W357.20                   5.000  EACH|     126.76000        633.80|     148.00000        740.00|     120.00000         600.00
  150 mm - 90 DEGREE BEND                 |                            |                            |
0062 W357.52                   4.000  EACH|     126.76000        507.04|     133.00000        532.00|     120.00000         480.00
  150 mm - 22 1/2 DEGREE BEND             |                            |                            |
0063 W358.10                   3.000  EACH|     100.35000        301.05|     107.00000        321.00|      95.00000         285.00
  100 mm X 150 mm REDUCER                 |                            |                            |
0064 W722.51                1149.210  m   |       8.61000       9894.70|       5.60000       6435.58|       8.15000        9366.06
  ABANDON WATER MAIN                      |                            |                            |
0065 W724.75                  14.000  EACH|     422.53000       5915.42|     418.00000       5852.00|     400.00000        5600.00
  CONNECT TO WATER MAIN                   |                            |                            |
0066 W800.20                   1.000  EACH|     158.45000        158.45|     245.00000        245.00|     150.00000         150.00
  REMOVE CROSS                            |                            |                            |
0067 W800.21                  50.600  m   |      27.46000       1389.48|      51.00000       2580.60|      26.00000        1315.60
  REMOVE WATER MAIN PIPE                  |                            |                            |
0068 W800.62                   5.000  EACH|      52.82000        264.10|      50.00000        250.00|      50.00000         250.00
  REMOVE WATER VALVE BOX                  |                            |                            |
0069 W800.93                 210.000  m   |      29.28000       6148.80|      35.30000       7413.00|      27.72000        5821.20
  BORING 25 mm WATER SERVICE              |                            |                            |
0070 0030.40                          LUMP|   10563.20000      10563.20|    6980.00000       6980.00|   10000.00000       10000.00
  MOBILIZATION                            |                            |                            |
0071 4795.99                   4.000  EACH|      58.10000        232.40|      31.00000        124.00|      55.00000         220.00
  100 mm PLUG                             |                            |                            |
0072 4796.00                  10.000  EACH|      58.10000        581.00|      39.00000        390.00|      55.00000         550.00
  150 mm PLUG                             |                            |                            |
                                                    NEBRASKA DEPARTMENT OF ROADS                             DATE : 03/14/02
                                                                                                             PAGE : 7
                                                        TABULATION OF BIDS

     CALL ORDER   :  F02                    CONTRACT ID : 1837X                       COUNTIES :  RICHARDSON
     LETTING DATE : 03/14/02  1:30 PM       DISTRICT    : 1
                                                                                     PROJECT(S) : EACNH-75-1(105)



====================================================================================================================================
                                          |(1) 1661                    |(2) 1613                    |(3) 1749
                                          |U.S. ASPHALT CO.            |COLLINS CONTRACTING COMPANY,|VAN KIRK SAND & GRAVEL, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0073 4808.12                  58.610  m   |     396.01000      23210.15|     492.80000      28883.01|     374.90000       21972.89
  BORING 300 mm STEEL CASING              |                            |                            |
     SECTION TOTALS                       |             $    232,629.10|             $    216,601.15|                $    220,212.36
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004   GROUP 8B ELECTRICAL
                                          |                            |                            |
0074 A001.12                   6.000  EACH|     475.34000       2852.04|     317.30000       1903.80|     400.00000        2400.00
  PULL BOX, TYPE PB-5                     |                            |                            |
0075 A009.08                  17.000  EACH|    1779.90000      30258.30|    1692.30000      28769.10|    1800.00000       30600.00
  STREET LIGHTING UNIT, TYPE              |                            |                            |
  SL-A-12.2-1.8-0.25                      |                            |                            |
0076 A009.29                   1.000  EACH|    2112.64000       2112.64|    2009.50000       2009.50|    2090.00000        2090.00
  STREET LIGHTING UNIT, TYPE              |                            |                            |
  SL-BT-12.2-1.8-0.25                     |                            |                            |
0077 A020.30                   1.000  EACH|    2112.64000       2112.64|    1427.80000       1427.80|    1500.00000        1500.00
  LIGHTING CONTROL CENTER, TYPE R         |                            |                            |
0078 A070.10                 695.000  m   |       8.66000       6018.70|       9.50000       6602.50|      10.25000        7123.75
  38 mm CONDUIT IN TRENCH                 |                            |                            |
0079 A072.10                 312.000  m   |       8.66000       2701.92|      15.90000       4960.80|      17.00000        5304.00
  38 mm CONDUIT UNDER ROADWAY             |                            |                            |
0080 A080.22                1007.000  m   |       1.37000       1379.59|       1.90000       1913.30|       2.55000        2567.85
  STREET LIGHTING CABLE, NO. 6 BARE       |                            |                            |
0081 A080.24                2014.000  m   |       2.11000       4249.54|       2.10000       4229.40|       3.50000        7049.00
  STREET LIGHTING CABLE, NO. 6 USE        |                            |                            |
0082 0030.81                          LUMP|    4225.28000       4225.28|    4191.50000       4191.50|    6000.00000        6000.00
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $     55,910.65|             $     56,007.70|                $     64,634.60
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005   GROUP 9 BITUMINOUS
                                          |                            |                            |
0083 L001.01                   0.130  ha  |   10563.20000       1373.22|   10576.60000       1374.96|   12000.00000        1560.00
  SEEDING, TYPE A                         |                            |                            |
0084 L001.02                   0.120  ha  |   10563.20000       1267.58|   10576.60000       1269.19|   11000.00000        1320.00
  SEEDING, TYPE B                         |                            |                            |
0085 L010.00                3183.000  m2  |       6.34000      20180.22|       7.00000      22281.00|       7.00000       22281.00
  SODDING                                 |                            |                            |
0086 0030.30                          LUMP|   15172.35000      15172.35|   50338.90000      50338.90|   55000.00000       55000.00
  MOBILIZATION                            |                            |                            |
0087 1102.05                3169.000  m2  |       1.90000       6021.10|       2.47000       7827.43|       2.00000        6338.00
  REMOVE ASPHALT SURFACING FROM PAVEMENT  |                            |                            |
                                                    NEBRASKA DEPARTMENT OF ROADS                             DATE : 03/14/02
                                                                                                             PAGE : 8
                                                        TABULATION OF BIDS

     CALL ORDER   :  F02                    CONTRACT ID : 1837X                       COUNTIES :  RICHARDSON
     LETTING DATE : 03/14/02  1:30 PM       DISTRICT    : 1
                                                                                     PROJECT(S) : EACNH-75-1(105)



====================================================================================================================================
                                          |(1) 1661                    |(2) 1613                    |(3) 1749
                                          |U.S. ASPHALT CO.            |COLLINS CONTRACTING COMPANY,|VAN KIRK SAND & GRAVEL, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0088 2010.03                 176.000  Mg  |      20.96000       3688.96|      30.00000       5280.00|      30.00000        5280.00
  CRUSHED ROCK SURFACE COURSE             |                            |                            |
0089 2021.00                  23.000  EACH|      52.82000       1214.86|      52.90000       1216.70|      65.00000        1495.00
  MAILBOX POST                            |                            |                            |
0090 3008.05                1371.000  EACH|       7.39000      10131.69|       6.50000       8911.50|       8.70000       11927.70
  TIE BARS                                |                            |                            |
0091 3014.11                1643.300  m   |      52.82000      86799.11|      61.40000     100898.62|      55.00000       90381.50
  COMBINATION CONCRETE CLASS 47B-25 CURB  |                            |                            |
  AND GUTTER                              |                            |                            |
0092 3016.21                2501.000  m2  |      34.86000      87184.86|      27.90000      69777.90|      30.36000       75930.36
  CONCRETE CLASS 47B-20 SIDEWALKS         |                            |                            |
0093 3016.24                  36.000  m2  |      48.06000       1730.16|      29.10000       1047.60|      31.00000        1116.00
  200 mm CONCRETE CLASS 47B-20 SIDEWALKS  |                            |                            |
0094 3020.24                 639.000  m2  |      41.20000      26326.80|      32.90000      21023.10|      31.00000       19809.00
  CONCRETE CLASS 47B-25 DRIVEWAY          |                            |                            |
0095 3040.11                  28.200  m2  |     163.12000       4599.98|     163.30000       4605.06|     178.00000        5019.60
  CONCRETE PAVEMENT REPAIR, TYPE A, FULL  |                            |                            |
  DEPTH                                   |                            |                            |
0096 3040.12                 229.100  m2  |     111.56000      25558.40|     111.70000      25590.47|     121.45000       27824.20
  CONCRETE PAVEMENT REPAIR, TYPE B, FULL  |                            |                            |
  DEPTH                                   |                            |                            |
0097 3040.13                 636.100  m2  |      98.42000      62604.96|      98.50000      62655.85|     103.00000       65518.30
  CONCRETE PAVEMENT REPAIR, TYPE C, FULL  |                            |                            |
  DEPTH                                   |                            |                            |
0098 3041.25                  34.000  Mg  |     407.54000      13856.36|     519.20000      17652.80|     880.00000       29920.00
  BITUMINOUS PATCHING                     |                            |                            |
0099 3221.15                  39.000  m2  |     119.06000       4643.34|     119.20000       4648.80|     130.00000        5070.00
  CONCRETE PAVEMENT, CLASS PR-25 JOINT    |                            |                            |
  REPAIR                                  |                            |                            |
0100 8111.00                   4.570  StaM|     730.14000       3336.74|     500.00000       2285.00|     455.00000        2079.35
  SHOULDER SUBGRADE PREPARATION           |                            |                            |
0101 9000.75                 500.000  Mg  |      25.46000      12730.00|      28.70000      14350.00|      34.00000       17000.00
  ASPHALTIC CONCRETE FOR STATE            |                            |                            |
  MAINTENANCE PATCHING, TYPE SP4(12.5)    |                            |                            |
0102 9005.00                 100.000  Mg  |      84.73000       8473.00|      79.20000       7920.00|     121.00000       12100.00
  ASPHALTIC CONCRETE FOR PATCHING, TYPE   |                            |                            |
  SP4(12.5)                               |                            |                            |
0103 9005.45                3860.000  Mg  |      41.93000     161849.80|      44.50000     171770.00|      60.00000      231600.00
  ASPHALTIC CONCRETE, TYPE SP4(12.5)      |                            |                            |
0104 9009.00                1256.000  m2  |       6.61000       8302.16|       6.40000       8038.40|       3.45000        4333.20
  PLACEMENT OF ASPHALTIC CONCRETE FOR     |                            |                            |
  DRIVEWAYS AND INTERSECTIONS             |                            |                            |
                                                    NEBRASKA DEPARTMENT OF ROADS                             DATE : 03/14/02
                                                                                                             PAGE : 9
                                                        TABULATION OF BIDS

     CALL ORDER   :  F02                    CONTRACT ID : 1837X                       COUNTIES :  RICHARDSON
     LETTING DATE : 03/14/02  1:30 PM       DISTRICT    : 1
                                                                                     PROJECT(S) : EACNH-75-1(105)



====================================================================================================================================
                                          |(1) 1661                    |(2) 1613                    |(3) 1749
                                          |U.S. ASPHALT CO.            |COLLINS CONTRACTING COMPANY,|VAN KIRK SAND & GRAVEL, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0105 9009.75                 941.000  m2  |      31.58000      29716.78|      50.50000      47520.50|      40.00000       37640.00
  TEMPORARY SURFACING 200 mm              |                            |                            |
0106 9020.96                  27.000  Mg  |     261.99000       7073.73|     304.10000       8210.70|     265.00000        7155.00
  PERFORMANCE GRADED BINDER (70-28) FOR   |                            |                            |
  STATE MAINTENANCE PATCHING              |                            |                            |
0107 9021.04                 213.840  Mg  |     261.99000      56023.94|     304.10000      65028.74|     265.00000       56667.60
  PERFORMANCE GRADED BINDER (70-28)       |                            |                            |
0108 9034.00                 937.000  m2  |       1.29000       1208.73|       3.10000       2904.70|       5.85000        5481.45
  PREPARATION OF INTERSECTIONS AND        |                            |                            |
  DRIVEWAYS                               |                            |                            |
0109 9053.00                8730.000  L   |       0.21000       1833.30|       0.30000       2619.00|       0.40000        3492.00
  TACK COAT                               |                            |                            |
0110 9111.00                 109.000  kL  |       1.67000        182.03|       4.00000        436.00|       5.00000         545.00
  WATER                                   |                            |                            |
0111 9170.00                  18.050  StaM|     728.86000      13155.92|     520.00000       9386.00|     489.00000        8826.45
  EARTH SHOULDER CONSTRUCTION             |                            |                            |
     SECTION TOTALS                       |             $    676,240.08|             $    746,868.92|                $    812,710.71
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006   GROUP 10 GENERAL ITEMS
                                          |                            |                            |
0112 0001.08                1655.000  BDAY|       0.50000        827.50|       0.50000        827.50|       0.50000         827.50
  BARRICADE, TYPE II                      |                            |                            |
0113 0001.10                2002.000  BDAY|       1.95000       3903.90|       2.00000       4004.00|       2.25000        4504.50
  BARRICADE, TYPE III                     |                            |                            |
0114 0001.30                 460.000  LDAY|       2.38000       1094.80|       2.40000       1104.00|       3.00000        1380.00
  TYPE B HIGH INTENSITY WARNING LIGHT     |                            |                            |
0115 0001.75                 620.000  EACH|       5.28000       3273.60|       5.30000       3286.00|       6.00000        3720.00
  TEMPORARY SIGN DAY                      |                            |                            |
0116 0001.90                5666.000  EACH|       0.26000       1473.16|       0.30000       1699.80|       0.50000        2833.00
  SIGN DAY                                |                            |                            |
0117 0002.55                  22.660  StaM|      23.77000        538.63|      23.80000        539.31|      36.00000         815.76
  OVERLAY BROKEN LINES                    |                            |                            |
0118 0003.10                  80.000  DAY |     184.04000      14723.20|     195.00000      15600.00|     200.00000       16000.00
  FLAGGING                                |                            |                            |
0119 0010.04                   1.000  EACH|    1584.48000       1584.48|    3500.00000       3500.00|    5000.00000        5000.00
  FIELD OFFICE                            |                            |                            |
0120 0030.10                          LUMP|   13270.94000      13270.94|    1050.00000       1050.00|    3500.00000        3500.00
  MOBILIZATION                            |                            |                            |
0121 9110.01                  15.000  HOUR|      72.07000       1081.05|      80.00000       1200.00|      90.00000        1350.00
  RENTAL OF LOADER, FULLY OPERATED        |                            |                            |
                                                    NEBRASKA DEPARTMENT OF ROADS                             DATE : 03/14/02
                                                                                                             PAGE : 10
                                                        TABULATION OF BIDS

     CALL ORDER   :  F02                    CONTRACT ID : 1837X                       COUNTIES :  RICHARDSON
     LETTING DATE : 03/14/02  1:30 PM       DISTRICT    : 1
                                                                                     PROJECT(S) : EACNH-75-1(105)



====================================================================================================================================
                                          |(1) 1661                    |(2) 1613                    |(3) 1749
                                          |U.S. ASPHALT CO.            |COLLINS CONTRACTING COMPANY,|VAN KIRK SAND & GRAVEL, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0122 9110.02                  10.000  HOUR|      61.21000        612.10|      85.00000        850.00|      90.00000         900.00
  RENTAL OF MOTOR GRADER, FULLY OPERATED  |                            |                            |
0123 9110.03                  15.000  HOUR|      55.95000        839.25|      60.00000        900.00|      65.00000         975.00
  RENTAL OF DUMP TRUCK, FULLY OPERATED    |                            |                            |
0124 9110.07                  15.000  HOUR|      45.91000        688.65|      45.00000        675.00|      60.00000         900.00
  RENTAL OF SKID LOADER, FULLY OPERATED   |                            |                            |
     SECTION TOTALS                       |             $     43,911.26|             $     35,235.61|                $     42,705.76
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  1,279,164.36|             $  1,335,403.68|                $  1,433,220.19
====================================================================================================================================