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Contract Letting February 07, 2002

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

     CALL ORDER   : F05                     CONTRACT ID : 1369                          COUNTIES : SAUNDERS
       LETTING DATE : 02/07/02                DISTRICT    :  1
                                                                                            PROJECT(S) : BRO-7078(19)
     CONTRACT DESCRIPTION :
     ON A COUNTY ROAD SOUTHEAST OF PRAGUE.

  --------------------------------------------------------------------------------------------------------------------------
      VENDOR NO.           BID NOTES
  --------------------------------------------------------------------------------------------------------------------------
        0462               THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED
        0462               IN THIS LETTING IS LIMITED TO THREE.
        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.                                              $    294,508.60     100.0000%
   2   0462           L. J. WEBB CONTRACTOR, INC.                                            $    299,119.87     101.5657%
   3   0137           JUDDS BROS. CONSTRUCTION CO.                                           $    343,346.80     116.5829%
   4   0880           CHRISTENSEN BROS., INC.                                                $    365,178.40     123.9958%
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 02/07/02
                                                                                                             PAGE : 3
                                                        TABULATION OF BIDS

     CALL ORDER   : F05                    CONTRACT ID : 1369                         COUNTIES : SAUNDERS
       LETTING DATE : 02/07/02  1:30 PM       DISTRICT    :  1
                                                                                      PROJECT(S) : BRO-7078(19)



====================================================================================================================================
                                          |(1) 1742                    |(2) 0462                    |(3) 0137
                                          |HERBST CONSTRUCTION, INC.   |WEBB CONTRACTOR, INC./L. J. |JUDDS BROS. CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   GROUP 6 BRIDGE AT STA. 11+61.0
               2-4.02M & 1-10.515M CONTINUOUS CONCRETE SLAB BRIDGE
                                          |                            |                            |
0001 0001.10                1770.000  BDAY|       1.30000       2301.00|       1.30000       2301.00|       1.30000        2301.00
  BARRICADE, TYPE III                     |                            |                            |
0002 0001.30                 236.000  LDAY|       0.90000        212.40|       0.90000        212.40|       0.90000         212.40
  TYPE B HIGH INTENSITY WARNING LIGHT     |                            |                            |
0003 0001.90                1534.000  EACH|       0.30000        460.20|       0.30000        460.20|       0.30000         460.20
  SIGN DAY                                |                            |                            |
0004 0030.60                          LUMP|   25000.00000      25000.00|   20000.00000      20000.00|   12000.00000       12000.00
  MOBILIZATION                            |                            |                            |
0005 1010.01                 785.000  m3  |       4.00000       3140.00|       5.23000       4105.55|       9.50000        7457.50
  EXCAVATION (ESTABLISHED QUANTITY)       |                            |                            |
0006 6000.10                   0.500  LS  |    4000.00000       4000.00|    2000.00000       2000.00|    5000.00000        5000.00
  ABUTMENT NO.1 EXCAVATION                |                            |                            |
0007 6000.11                   0.500  LS  |    4000.00000       4000.00|    2000.00000       2000.00|    5000.00000        5000.00
  ABUTMENT NO.2 EXCAVATION                |                            |                            |
0008 6001.00                  35.000  LS  |    6000.00000       6000.00|    4000.00000       4000.00|    6000.00000        6000.00
  BENT NO.1 EXCAVATION                    |                            |                            |
0009 6001.01                  35.000  LS  |    6000.00000       6000.00|    4000.00000       4000.00|    6000.00000        6000.00
  BENT NO.2 EXCAVATION                    |                            |                            |
0010 6010.22                  99.500  m3  |     340.00000      33830.00|     431.62000      42946.19|     625.00000       62187.50
  CLASS 47B-20 CONCRETE FOR BRIDGE        |                            |                            |
0011 6010.26                 161.800  m3  |     355.00000      57439.00|     379.31000      61372.36|     675.00000      109215.00
  CLASS 47BD-30 CONCRETE FOR BRIDGE       |                            |                            |
0012 6020.00               24907.000  kg  |       1.00000      24907.00|       1.21000      30137.47|       0.60000       14944.20
  REINFORCING STEEL FOR BRIDGE            |                            |                            |
0013 6040.00                   1.000  EACH|   20000.00000      20000.00|   10000.00000      10000.00|    7500.00000        7500.00
  REMOVE STRUCTURE AT STA. 11+62.64       |                            |                            |
0014 6080.00                1716.000  kg  |       4.75000       8151.00|       5.51000       9455.16|       3.00000        5148.00
  STRUCTURAL STEEL FOR SUBSTRUCTURE       |                            |                            |
0015 6105.02                 918.000  Mg  |      28.00000      25704.00|      28.66000      26309.88|      30.00000       27540.00
  ROCK RIPRAP, TYPE B                     |                            |                            |
0016 6210.50                 473.200  m   |      83.00000      39275.60|      91.86000      43468.15|      80.00000       37856.00
  PIPE PILING                             |                            |                            |
0017 6310.00                 212.200  m2  |     122.00000      25888.40|     134.55000      28551.51|     125.00000       26525.00
  STEEL SHEET PILING                      |                            |                            |
0018 7020.00                   4.000  EACH|    1050.00000       4200.00|    1000.00000       4000.00|    1100.00000        4400.00
  BRIDGE APPROACH SECTIONS                |                            |                            |
0019 7021.45                   4.000  EACH|    1000.00000       4000.00|     950.00000       3800.00|     900.00000        3600.00
  BREAKAWAY CABLE TERMINAL                |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 02/07/02
                                                                                                             PAGE : 4
                                                        TABULATION OF BIDS

     CALL ORDER   : F05                    CONTRACT ID : 1369                         COUNTIES : SAUNDERS
       LETTING DATE : 02/07/02  1:30 PM       DISTRICT    :  1
                                                                                      PROJECT(S) : BRO-7078(19)



====================================================================================================================================
                                          |(1) 1742                    |(2) 0462                    |(3) 0137
                                          |HERBST CONSTRUCTION, INC.   |WEBB CONTRACTOR, INC./L. J. |JUDDS BROS. CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
     SECTION TOTALS                       |             $    294,508.60|             $    299,119.87|                $    343,346.80
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    294,508.60|             $    299,119.87|                $    343,346.80
====================================================================================================================================
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 02/07/02
                                                                                                             PAGE : 5
                                                        TABULATION OF BIDS

     CALL ORDER   : F05                    CONTRACT ID : 1369                         COUNTIES : SAUNDERS
       LETTING DATE : 02/07/02  1:30 PM       DISTRICT    :  1
                                                                                      PROJECT(S) : BRO-7078(19)



====================================================================================================================================
                                          |(4) 0880                    |                            |
                                          |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. 11+61.0
               2-4.02M & 1-10.515M CONTINUOUS CONCRETE SLAB BRIDGE
                                          |                            |                            |
0001 0001.10                1770.000  BDAY|       1.40000       2478.00|                            |
  BARRICADE, TYPE III                     |                            |                            |
0002 0001.30                 236.000  LDAY|       1.00000        236.00|                            |
  TYPE B HIGH INTENSITY WARNING LIGHT     |                            |                            |
0003 0001.90                1534.000  EACH|       0.40000        613.60|                            |
  SIGN DAY                                |                            |                            |
0004 0030.60                          LUMP|   35000.00000      35000.00|                            |
  MOBILIZATION                            |                            |                            |
0005 1010.01                 785.000  m3  |      12.00000       9420.00|                            |
  EXCAVATION (ESTABLISHED QUANTITY)       |                            |                            |
0006 6000.10                   0.500  LS  |    8000.00000       8000.00|                            |
  ABUTMENT NO.1 EXCAVATION                |                            |                            |
0007 6000.11                   0.500  LS  |    8000.00000       8000.00|                            |
  ABUTMENT NO.2 EXCAVATION                |                            |                            |
0008 6001.00                  35.000  LS  |   15000.00000      15000.00|                            |
  BENT NO.1 EXCAVATION                    |                            |                            |
0009 6001.01                  35.000  LS  |   15000.00000      15000.00|                            |
  BENT NO.2 EXCAVATION                    |                            |                            |
0010 6010.22                  99.500  m3  |     350.00000      34825.00|                            |
  CLASS 47B-20 CONCRETE FOR BRIDGE        |                            |                            |
0011 6010.26                 161.800  m3  |     320.00000      51776.00|                            |
  CLASS 47BD-30 CONCRETE FOR BRIDGE       |                            |                            |
0012 6020.00               24907.000  kg  |       1.40000      34869.80|                            |
  REINFORCING STEEL FOR BRIDGE            |                            |                            |
0013 6040.00                   1.000  EACH|   24000.00000      24000.00|                            |
  REMOVE STRUCTURE AT STA. 11+62.64       |                            |                            |
0014 6080.00                1716.000  kg  |       6.00000      10296.00|                            |
  STRUCTURAL STEEL FOR SUBSTRUCTURE       |                            |                            |
0015 6105.02                 918.000  Mg  |      28.00000      25704.00|                            |
  ROCK RIPRAP, TYPE B                     |                            |                            |
0016 6210.50                 473.200  m   |     110.00000      52052.00|                            |
  PIPE PILING                             |                            |                            |
0017 6310.00                 212.200  m2  |     140.00000      29708.00|                            |
  STEEL SHEET PILING                      |                            |                            |
0018 7020.00                   4.000  EACH|    1050.00000       4200.00|                            |
  BRIDGE APPROACH SECTIONS                |                            |                            |
0019 7021.45                   4.000  EACH|    1000.00000       4000.00|                            |
  BREAKAWAY CABLE TERMINAL                |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 02/07/02
                                                                                                             PAGE : 6
                                                        TABULATION OF BIDS

     CALL ORDER   : F05                    CONTRACT ID : 1369                         COUNTIES : SAUNDERS
       LETTING DATE : 02/07/02  1:30 PM       DISTRICT    :  1
                                                                                      PROJECT(S) : BRO-7078(19)



====================================================================================================================================
                                          |(4) 0880                    |                            |
                                          |CHRISTENSEN BROS., INC.     |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
     SECTION TOTALS                       |             $    365,178.40|                            |
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    365,178.40|                            |
====================================================================================================================================