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Contract Letting February 07, 2002

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

     CALL ORDER   : F04                     CONTRACT ID : 1268                          COUNTIES : OTOE
       LETTING DATE : 02/07/02                DISTRICT    :  1
                                                                                            PROJECT(S) : BRO-7066(26)
     CONTRACT DESCRIPTION :
     ON A COUNTY ROAD SOUTHWEST OF SYRACUSE.

  --------------------------------------------------------------------------------------------------------------------------
      VENDOR NO.           BID NOTES
  --------------------------------------------------------------------------------------------------------------------------
        0462               THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED IN
        0462               THIS LETTING IS LIMITED TO 3.
        1742               THE TOTAL AMOUNT OF WORK WHICH WILL BE ACCEPTED IN THIS
        1742               LETTING IS LIMITED TO $1,100,000.00.

  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   1742           HERBST CONSTRUCTION, INC.                                              $    550,267.06     100.0000%
   2   0462           L. J. WEBB CONTRACTOR, INC.                                            $    592,710.06     107.7131%
   3   0805           A. M. COHRON & SON, INC.                                               $    595,050.10     108.1384%
   4   1809           CAPITAL CONTRACTORS, INC.                                              $    608,547.59     110.5913%
   5   0137           JUDDS BROS. CONSTRUCTION CO.                                           $    610,213.65     110.8940%
   6   0880           CHRISTENSEN BROS., INC.                                                $    619,199.60     112.5271%
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 02/07/02
                                                                                                             PAGE : 3
                                                        TABULATION OF BIDS

     CALL ORDER   : F04                    CONTRACT ID : 1268                         COUNTIES : OTOE
       LETTING DATE : 02/07/02  1:30 PM       DISTRICT    :  1
                                                                                      PROJECT(S) : BRO-7066(26)



====================================================================================================================================
                                          |(1) 1742                    |(2) 0462                    |(3) 0805
                                          |HERBST CONSTRUCTION, INC.   |WEBB CONTRACTOR, INC./L. J. |COHRON & SON, INC./A. M.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   GROUP 6 BRIDGE AT STA. 13+24
               1 - 26.52M & 2 - 20.42M SPANS ROLLED BEAM STEEL BRIDGE
                                          |                            |                            |
0001 L006.00                   1.000  ha  |     500.00000        500.00|     500.00000        500.00|     510.00000         510.00
  COVER CROP SEEDING                      |                            |                            |
0002 0001.10                1670.000  BDAY|       1.10000       1837.00|       1.10000       1837.00|       1.79000        2989.30
  BARRICADE, TYPE III                     |                            |                            |
0003 0001.30                 334.000  LDAY|       1.20000        400.80|       1.20000        400.80|       1.79000         597.86
  TYPE B HIGH INTENSITY WARNING LIGHT     |                            |                            |
0004 0001.90                2004.000  EACH|       0.65000       1302.60|       0.65000       1302.60|       0.36000         721.44
  SIGN DAY                                |                            |                            |
0005 0030.60                          LUMP|   40000.00000      40000.00|   40000.00000      40000.00|   52500.00000       52500.00
  MOBILIZATION                            |                            |                            |
0006 1009.00                          LUMP|    1750.00000       1750.00|    1750.00000       1750.00|    1020.00000        1020.00
  GENERAL CLEARING AND GRUBBING           |                            |                            |
0007 1010.01                9775.000  m3  |       2.65000      25903.75|       2.65000      25903.75|       3.00000       29325.00
  EXCAVATION (ESTABLISHED QUANTITY)       |                            |                            |
0008 1011.00                  58.000  kL  |       6.00000        348.00|       5.00000        290.00|      10.00000         580.00
  WATER                                   |                            |                            |
0009 4050.01                 652.000  m3  |      25.50000      16626.00|      25.50000      16626.00|      26.00000       16952.00
  EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,|                            |                            |
   AND HEADWALLS                          |                            |                            |
0010 4350.18                  16.000  m   |      54.80000        876.80|      54.80000        876.80|      55.90000         894.40
  450 mm CORRUGATED METAL PIPE            |                            |                            |
0011 4350.36                  16.500  m   |      98.34000       1622.61|      98.34000       1622.61|     100.00000        1650.00
  900 mm CORRUGATED METAL PIPE            |                            |                            |
0012 4350.48                  51.100  m   |     158.00000       8073.80|     158.00000       8073.80|     161.00000        8227.10
  1200 mm CORRUGATED METAL PIPE           |                            |                            |
0013 4360.18                   2.000  EACH|     146.00000        292.00|     146.00000        292.00|     149.00000         298.00
  450 mm METAL FLARED-END SECTION         |                            |                            |
0014 4360.36                   2.000  EACH|     340.00000        680.00|     340.00000        680.00|     347.00000         694.00
  900 mm METAL FLARED-END SECTION         |                            |                            |
0015 4360.48                   4.000  EACH|     700.00000       2800.00|     700.00000       2800.00|     715.00000        2860.00
  1200 mm METAL FLARED-END SECTION        |                            |                            |
0016 6000.10                   0.500  LS  |    4000.00000       4000.00|    5000.00000       5000.00|    3000.00000        3000.00
  ABUTMENT NO.1 EXCAVATION                |                            |                            |
0017 6000.11                   0.500  LS  |    4000.00000       4000.00|    5000.00000       5000.00|    3000.00000        3000.00
  ABUTMENT NO.2 EXCAVATION                |                            |                            |
0018 6001.50                 225.000  LS  |    8000.00000       8000.00|   15000.00000      15000.00|   10000.00000       10000.00
  BENT NO.1 EXCAVATION                    |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 02/07/02
                                                                                                             PAGE : 4
                                                        TABULATION OF BIDS

     CALL ORDER   : F04                    CONTRACT ID : 1268                         COUNTIES : OTOE
       LETTING DATE : 02/07/02  1:30 PM       DISTRICT    :  1
                                                                                      PROJECT(S) : BRO-7066(26)



====================================================================================================================================
                                          |(1) 1742                    |(2) 0462                    |(3) 0805
                                          |HERBST CONSTRUCTION, INC.   |WEBB CONTRACTOR, INC./L. J. |COHRON & SON, INC./A. M.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 6001.51                 225.000  LS  |    8000.00000       8000.00|   15000.00000      15000.00|   10000.00000       10000.00
  BENT NO.2 EXCAVATION                    |                            |                            |
0020 6005.78                  12.000  EACH|     500.00000       6000.00|     600.00000       7200.00|     530.00000        6360.00
  EXPANSION BEARING, TFE TYPE             |                            |                            |
0021 6005.83                   4.000  EACH|     700.00000       2800.00|     800.00000       3200.00|     280.00000        1120.00
  FIXED BEARING                           |                            |                            |
0022 6010.22                 191.200  m3  |     366.00000      69979.20|     425.08000      81275.30|     460.00000       87952.00
  CLASS 47B-20 CONCRETE FOR BRIDGE        |                            |                            |
0023 6010.26                 153.900  m3  |     392.00000      60328.80|     392.38000      60387.28|     470.00000       72333.00
  CLASS 47BD-30 CONCRETE FOR BRIDGE       |                            |                            |
0024 6020.00               26610.000  kg  |       1.23000      32730.30|       1.21000      32198.10|       1.12000       29803.20
  REINFORCING STEEL FOR BRIDGE            |                            |                            |
0025 6040.00                   1.000  EACH|   20000.00000      20000.00|   15000.00000      15000.00|   12000.00000       12000.00
  REMOVE STRUCTURE AT STA. 13+26          |                            |                            |
0026 6071.12               64943.000  LS  |   98000.00000      98000.00|  104000.00000     104000.00|  115000.00000      115000.00
  STEEL SUPERSTRUCTURE AT STA. 13+24      |                            |                            |
0027 6080.00                 764.000  kg  |       4.70000       3590.80|       6.61000       5050.04|       4.35000        3323.40
  STRUCTURAL STEEL FOR SUBSTRUCTURE       |                            |                            |
0028 6105.02                1944.000  Mg  |      26.00000      50544.00|      25.35000      49280.40|      25.00000       48600.00
  ROCK RIPRAP, TYPE B                     |                            |                            |
0029 6210.12                 557.600  m   |      56.00000      31225.60|      78.74000      43905.42|      42.00000       23419.20
  HP 250 mm X 62 kg STEEL PILING          |                            |                            |
0030 6310.00                 327.400  m2  |     115.00000      37651.00|     118.40000      38764.16|     118.00000       38633.20
  STEEL SHEET PILING                      |                            |                            |
0031 6951.12                1476.000  EACH|       4.00000       5904.00|       3.50000       5166.00|       4.25000        6273.00
  SHEAR CONNECTORS                        |                            |                            |
0032 7020.00                   2.000  EACH|    1250.00000       2500.00|    1163.00000       2326.00|    1186.00000        2372.00
  BRIDGE APPROACH SECTIONS                |                            |                            |
0033 7021.45                   2.000  EACH|    1000.00000       2000.00|    1001.00000       2002.00|    1021.00000        2042.00
  BREAKAWAY CABLE TERMINAL                |                            |                            |
     SECTION TOTALS                       |             $    550,267.06|             $    592,710.06|                $    595,050.10
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    550,267.06|             $    592,710.06|                $    595,050.10
====================================================================================================================================
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 02/07/02
                                                                                                             PAGE : 5
                                                        TABULATION OF BIDS

     CALL ORDER   : F04                    CONTRACT ID : 1268                         COUNTIES : OTOE
       LETTING DATE : 02/07/02  1:30 PM       DISTRICT    :  1
                                                                                      PROJECT(S) : BRO-7066(26)



====================================================================================================================================
                                          |(4) 1809                    |(5) 0137                    |(6) 0880
                                          |CAPITAL CONTRACTORS, INC.   |JUDDS BROS. CONSTRUCTION CO.|CHRISTENSEN BROS., INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   GROUP 6 BRIDGE AT STA. 13+24
               1 - 26.52M & 2 - 20.42M SPANS ROLLED BEAM STEEL BRIDGE
                                          |                            |                            |
0001 L006.00                   1.000  ha  |     500.00000        500.00|     500.00000        500.00|     500.00000         500.00
  COVER CROP SEEDING                      |                            |                            |
0002 0001.10                1670.000  BDAY|       1.10000       1837.00|       1.10000       1837.00|       1.10000        1837.00
  BARRICADE, TYPE III                     |                            |                            |
0003 0001.30                 334.000  LDAY|       1.20000        400.80|       1.20000        400.80|       1.20000         400.80
  TYPE B HIGH INTENSITY WARNING LIGHT     |                            |                            |
0004 0001.90                2004.000  EACH|       0.65000       1302.60|       0.65000       1302.60|       0.70000        1402.80
  SIGN DAY                                |                            |                            |
0005 0030.60                          LUMP|   41500.00000      41500.00|   25000.00000      25000.00|   60000.00000       60000.00
  MOBILIZATION                            |                            |                            |
0006 1009.00                          LUMP|    1750.00000       1750.00|      17.50000         17.50|    1000.00000        1000.00
  GENERAL CLEARING AND GRUBBING           |                            |                            |
0007 1010.01                9775.000  m3  |       2.65000      25903.75|       2.65000      25903.75|       3.00000       29325.00
  EXCAVATION (ESTABLISHED QUANTITY)       |                            |                            |
0008 1011.00                  58.000  kL  |       5.00000        290.00|      10.00000        580.00|      10.00000         580.00
  WATER                                   |                            |                            |
0009 4050.01                 652.000  m3  |      25.50000      16626.00|       8.65000       5639.80|      26.00000       16952.00
  EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,|                            |                            |
   AND HEADWALLS                          |                            |                            |
0010 4350.18                  16.000  m   |      54.80000        876.80|      44.00000        704.00|      55.00000         880.00
  450 mm CORRUGATED METAL PIPE            |                            |                            |
0011 4350.36                  16.500  m   |      98.34000       1622.61|     112.00000       1848.00|     100.00000        1650.00
  900 mm CORRUGATED METAL PIPE            |                            |                            |
0012 4350.48                  51.100  m   |     158.00000       8073.80|     202.00000      10322.20|     160.00000        8176.00
  1200 mm CORRUGATED METAL PIPE           |                            |                            |
0013 4360.18                   2.000  EACH|     146.00000        292.00|     165.00000        330.00|     150.00000         300.00
  450 mm METAL FLARED-END SECTION         |                            |                            |
0014 4360.36                   2.000  EACH|     340.00000        680.00|     415.00000        830.00|     350.00000         700.00
  900 mm METAL FLARED-END SECTION         |                            |                            |
0015 4360.48                   4.000  EACH|     700.00000       2800.00|     650.00000       2600.00|     700.00000        2800.00
  1200 mm METAL FLARED-END SECTION        |                            |                            |
0016 6000.10                   0.500  LS  |    7500.00000       7500.00|    4500.00000       4500.00|    5000.00000        5000.00
  ABUTMENT NO.1 EXCAVATION                |                            |                            |
0017 6000.11                   0.500  LS  |    7500.00000       7500.00|    4500.00000       4500.00|    5000.00000        5000.00
  ABUTMENT NO.2 EXCAVATION                |                            |                            |
0018 6001.50                 225.000  LS  |   25000.00000      25000.00|    7000.00000       7000.00|   20000.00000       20000.00
  BENT NO.1 EXCAVATION                    |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 02/07/02
                                                                                                             PAGE : 6
                                                        TABULATION OF BIDS

     CALL ORDER   : F04                    CONTRACT ID : 1268                         COUNTIES : OTOE
       LETTING DATE : 02/07/02  1:30 PM       DISTRICT    :  1
                                                                                      PROJECT(S) : BRO-7066(26)



====================================================================================================================================
                                          |(4) 1809                    |(5) 0137                    |(6) 0880
                                          |CAPITAL CONTRACTORS, INC.   |JUDDS BROS. CONSTRUCTION CO.|CHRISTENSEN BROS., INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 6001.51                 225.000  LS  |   25000.00000      25000.00|    7000.00000       7000.00|   20000.00000       20000.00
  BENT NO.2 EXCAVATION                    |                            |                            |
0020 6005.78                  12.000  EACH|     600.00000       7200.00|     850.00000      10200.00|     800.00000        9600.00
  EXPANSION BEARING, TFE TYPE             |                            |                            |
0021 6005.83                   4.000  EACH|     600.00000       2400.00|     750.00000       3000.00|     900.00000        3600.00
  FIXED BEARING                           |                            |                            |
0022 6010.22                 191.200  m3  |     385.00000      73612.00|     600.00000     114720.00|     390.00000       74568.00
  CLASS 47B-20 CONCRETE FOR BRIDGE        |                            |                            |
0023 6010.26                 153.900  m3  |     395.00000      60790.50|     950.00000     146205.00|     340.00000       52326.00
  CLASS 47BD-30 CONCRETE FOR BRIDGE       |                            |                            |
0024 6020.00               26610.000  kg  |       1.20000      31932.00|       0.60000      15966.00|       1.20000       31932.00
  REINFORCING STEEL FOR BRIDGE            |                            |                            |
0025 6040.00                   1.000  EACH|   13979.33000      13979.33|    7000.00000       7000.00|   14000.00000       14000.00
  REMOVE STRUCTURE AT STA. 13+26          |                            |                            |
0026 6071.12               64943.000  LS  |  110000.00000     110000.00|  104000.00000     104000.00|  110000.00000      110000.00
  STEEL SUPERSTRUCTURE AT STA. 13+24      |                            |                            |
0027 6080.00                 764.000  kg  |       6.00000       4584.00|       4.00000       3056.00|       8.00000        6112.00
  STRUCTURAL STEEL FOR SUBSTRUCTURE       |                            |                            |
0028 6105.02                1944.000  Mg  |      30.00000      58320.00|      22.50000      43740.00|      23.00000       44712.00
  ROCK RIPRAP, TYPE B                     |                            |                            |
0029 6210.12                 557.600  m   |      61.00000      34013.60|      50.00000      27880.00|      75.00000       41820.00
  HP 250 mm X 62 kg STEEL PILING          |                            |                            |
0030 6310.00                 327.400  m2  |     110.00000      36014.00|      85.00000      27829.00|     140.00000       45836.00
  STEEL SHEET PILING                      |                            |                            |
0031 6951.12                1476.000  EACH|       1.30000       1918.80|       1.00000       1476.00|       2.50000        3690.00
  SHEAR CONNECTORS                        |                            |                            |
0032 7020.00                   2.000  EACH|    1163.00000       2326.00|    1163.00000       2326.00|    1200.00000        2400.00
  BRIDGE APPROACH SECTIONS                |                            |                            |
0033 7021.45                   2.000  EACH|    1001.00000       2002.00|    1000.00000       2000.00|    1050.00000        2100.00
  BREAKAWAY CABLE TERMINAL                |                            |                            |
     SECTION TOTALS                       |             $    608,547.59|             $    610,213.65|                $    619,199.60
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    608,547.59|             $    610,213.65|                $    619,199.60
====================================================================================================================================