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Contract Letting April 18,  2002

  

                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 04/18/02
                                                                                                             PAGE : 2
                                                          VENDOR RANKING

     CALL ORDER   :  F09                     CONTRACT ID : 3807                         COUNTIES : KNOX
     LETTING DATE : 04/18/02                DISTRICT    : 3
                                                                                           PROJECT(S) : BRO-7054(11)
     CONTRACT DESCRIPTION :
     ON A COUNTY ROAD NORTH OF BLOOMFIELD.

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

  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   0774           DIXON CONSTRUCTION CO.                                                 $    187,352.34     100.0000%
   2   2283           PERRETT CONSTRUCTION LTD.                                              $    219,460.50     117.1378%
   3   0810           ELK HORN CONSTRUCTION CO.                                              $    221,553.00     118.2547%
   4   0880           CHRISTENSEN BROS., INC.                                                $    233,665.80     124.7199%
   5   1742           HERBST CONSTRUCTION, INC.                                              $    271,225.00     144.7673%
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 04/18/02
                                                                                                             PAGE : 3
                                                        TABULATION OF BIDS

     CALL ORDER   :  F09                    CONTRACT ID : 3807                        COUNTIES : KNOX
     LETTING DATE : 04/18/02  1:30 pm       DISTRICT    : 3
                                                                                     PROJECT(S) : BRO-7054(11)



====================================================================================================================================
                                          |(1) 0774                    |(2) 2283                    |(3) 0810
                                          |DIXON CONSTRUCTION CO.      |PERRETT CONSTRUCTION LTD.   |ELK HORN 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. 14+62
               1-32' & 2-24' CONTINUOUS SLAB BRIDGE
                                          |                            |                            |
0001 0001.10                1332.000  BDAY|       1.00000       1332.00|       2.00000       2664.00|       1.00000        1332.00
  BARRICADE, TYPE III                     |                            |                            |
0002 0001.30                 222.000  LDAY|       2.00000        444.00|       2.25000        499.50|       2.00000         444.00
  TYPE B HIGH INTENSITY WARNING LIGHT     |                            |                            |
0003 0001.90                2220.000  EACH|       0.30000        666.00|       0.50000       1110.00|       0.30000         666.00
  SIGN DAY                                |                            |                            |
0004 0030.60                          LUMP|   20000.00000      20000.00|   25000.00000      25000.00|   25000.00000       25000.00
  MOBILIZATION                            |                            |                            |
0005 1010.01                1606.000  CY  |       3.00000       4818.00|       6.00000       9636.00|       3.00000        4818.00
  EXCAVATION (ESTABLISHED QUANTITY)       |                            |                            |
0006 4043.00                  42.000  LF  |       5.00000        210.00|      10.00000        420.00|      10.00000         420.00
  REMOVE CULVERT PIPE                     |                            |                            |
0007 4050.01                  42.000  CY  |       5.00000        210.00|      12.00000        504.00|      10.00000         420.00
  EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,|                            |                            |
   AND HEADWALLS                          |                            |                            |
0008 4305.48                  42.000  LF  |      55.02000       2310.84|      54.00000       2268.00|      60.00000        2520.00
  48" ROUND EQUIVALENT CULVERT PIPE       |                            |                            |
0009 4320.48                   2.000  EACH|     746.85000       1493.70|     400.00000        800.00|     700.00000        1400.00
  48" ROUND EQUIVALENT FLARED-END SECTION |                            |                            |
0010 6000.10                  50.000  LS  |    4000.00000       4000.00|    7500.00000       7500.00|    4000.00000        4000.00
  ABUTMENT NO.1 EXCAVATION                |                            |                            |
0011 6000.11                  61.000  LS  |    4000.00000       4000.00|    7500.00000       7500.00|    4000.00000        4000.00
  ABUTMENT NO.2 EXCAVATION                |                            |                            |
0012 6001.00                   5.000  LS  |    5000.00000       5000.00|    5000.00000       5000.00|    6000.00000        6000.00
  BENT NO.1 EXCAVATION                    |                            |                            |
0013 6001.01                   5.000  LS  |    5000.00000       5000.00|    5000.00000       5000.00|    6000.00000        6000.00
  BENT NO.2 EXCAVATION                    |                            |                            |
0014 6010.22                  74.200  CY  |     300.00000      22260.00|     425.00000      31535.00|     450.00000       33390.00
  CLASS 47B-3000 CONCRETE FOR BRIDGE      |                            |                            |
0015 6010.26                 121.200  CY  |     280.00000      33936.00|     375.00000      45450.00|     450.00000       54540.00
  CLASS 47BD-4000 CONCRETE FOR BRIDGE     |                            |                            |
0016 6020.00               31270.000  LB  |       0.50000      15635.00|       0.60000      18762.00|       0.50000       15635.00
  REINFORCING STEEL FOR BRIDGE            |                            |                            |
0017 6040.00                   1.000  EACH|   20000.00000      20000.00|    5000.00000       5000.00|   15000.00000       15000.00
  REMOVE STRUCTURE AT STA. 14+66          |                            |                            |
0018 6080.00                 710.000  LB  |       3.00000       2130.00|       6.00000       4260.00|       3.00000        2130.00
  STRUCTURAL STEEL FOR SUBSTRUCTURE       |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 04/18/02
                                                                                                             PAGE : 4
                                                        TABULATION OF BIDS

     CALL ORDER   :  F09                    CONTRACT ID : 3807                        COUNTIES : KNOX
     LETTING DATE : 04/18/02  1:30 pm       DISTRICT    : 3
                                                                                     PROJECT(S) : BRO-7054(11)



====================================================================================================================================
                                          |(1) 0774                    |(2) 2283                    |(3) 0810
                                          |DIXON CONSTRUCTION CO.      |PERRETT CONSTRUCTION LTD.   |ELK HORN CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 6105.01                 344.000  TON |      27.20000       9356.80|      38.00000      13072.00|      27.00000        9288.00
  ROCK RIPRAP, TYPE A                     |                            |                            |
0020 6200.00                1070.000  LF  |      25.00000      26750.00|      24.00000      25680.00|      25.00000       26750.00
  CONCRETE PILING                         |                            |                            |
0021 7020.00                   4.000  EACH|    1100.00000       4400.00|    1100.00000       4400.00|    1100.00000        4400.00
  BRIDGE APPROACH SECTIONS                |                            |                            |
0022 7021.45                   4.000  EACH|     850.00000       3400.00|     850.00000       3400.00|     850.00000        3400.00
  BREAKAWAY CABLE TERMINAL                |                            |                            |
     SECTION TOTALS                       |             $    187,352.34|             $    219,460.50|                $    221,553.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    187,352.34|             $    219,460.50|                $    221,553.00
====================================================================================================================================
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 04/18/02
                                                                                                             PAGE : 5
                                                        TABULATION OF BIDS

     CALL ORDER   :  F09                    CONTRACT ID : 3807                        COUNTIES : KNOX
     LETTING DATE : 04/18/02  1:30 pm       DISTRICT    : 3
                                                                                     PROJECT(S) : BRO-7054(11)



====================================================================================================================================
                                          |(4) 0880                    |(5) 1742                    |
                                          |CHRISTENSEN BROS., INC.     |HERBST CONSTRUCTION, 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. 14+62
               1-32' & 2-24' CONTINUOUS SLAB BRIDGE
                                          |                            |                            |
0001 0001.10                1332.000  BDAY|       1.20000       1598.40|       2.50000       3330.00|
  BARRICADE, TYPE III                     |                            |                            |
0002 0001.30                 222.000  LDAY|       2.20000        488.40|       2.75000        610.50|
  TYPE B HIGH INTENSITY WARNING LIGHT     |                            |                            |
0003 0001.90                2220.000  EACH|       0.35000        777.00|       1.00000       2220.00|
  SIGN DAY                                |                            |                            |
0004 0030.60                          LUMP|   22000.00000      22000.00|   26500.00000      26500.00|
  MOBILIZATION                            |                            |                            |
0005 1010.01                1606.000  CY  |       4.00000       6424.00|      10.00000      16060.00|
  EXCAVATION (ESTABLISHED QUANTITY)       |                            |                            |
0006 4043.00                  42.000  LF  |       7.00000        294.00|      12.00000        504.00|
  REMOVE CULVERT PIPE                     |                            |                            |
0007 4050.01                  42.000  CY  |      10.00000        420.00|      15.00000        630.00|
  EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,|                            |                            |
   AND HEADWALLS                          |                            |                            |
0008 4305.48                  42.000  LF  |      54.00000       2268.00|      65.00000       2730.00|
  48" ROUND EQUIVALENT CULVERT PIPE       |                            |                            |
0009 4320.48                   2.000  EACH|     700.00000       1400.00|    1150.00000       2300.00|
  48" ROUND EQUIVALENT FLARED-END SECTION |                            |                            |
0010 6000.10                  50.000  LS  |    8000.00000       8000.00|    6000.00000       6000.00|
  ABUTMENT NO.1 EXCAVATION                |                            |                            |
0011 6000.11                  61.000  LS  |    8000.00000       8000.00|    6000.00000       6000.00|
  ABUTMENT NO.2 EXCAVATION                |                            |                            |
0012 6001.00                   5.000  LS  |     100.00000        100.00|    5000.00000       5000.00|
  BENT NO.1 EXCAVATION                    |                            |                            |
0013 6001.01                   5.000  LS  |     100.00000        100.00|    5000.00000       5000.00|
  BENT NO.2 EXCAVATION                    |                            |                            |
0014 6010.22                  74.200  CY  |     455.00000      33761.00|     420.00000      31164.00|
  CLASS 47B-3000 CONCRETE FOR BRIDGE      |                            |                            |
0015 6010.26                 121.200  CY  |     420.00000      50904.00|     380.00000      46056.00|
  CLASS 47BD-4000 CONCRETE FOR BRIDGE     |                            |                            |
0016 6020.00               31270.000  LB  |       0.70000      21889.00|       0.65000      20325.50|
  REINFORCING STEEL FOR BRIDGE            |                            |                            |
0017 6040.00                   1.000  EACH|   18000.00000      18000.00|   20000.00000      20000.00|
  REMOVE STRUCTURE AT STA. 14+66          |                            |                            |
0018 6080.00                 710.000  LB  |       7.00000       4970.00|       6.50000       4615.00|
  STRUCTURAL STEEL FOR SUBSTRUCTURE       |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 04/18/02
                                                                                                             PAGE : 6
                                                        TABULATION OF BIDS

     CALL ORDER   :  F09                    CONTRACT ID : 3807                        COUNTIES : KNOX
     LETTING DATE : 04/18/02  1:30 pm       DISTRICT    : 3
                                                                                     PROJECT(S) : BRO-7054(11)



====================================================================================================================================
                                          |(4) 0880                    |(5) 1742                    |
                                          |CHRISTENSEN BROS., INC.     |HERBST CONSTRUCTION, INC.   |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 6105.01                 344.000  TON |      28.00000       9632.00|      40.00000      13760.00|
  ROCK RIPRAP, TYPE A                     |                            |                            |
0020 6200.00                1070.000  LF  |      32.00000      34240.00|      46.00000      49220.00|
  CONCRETE PILING                         |                            |                            |
0021 7020.00                   4.000  EACH|    1200.00000       4800.00|    1300.00000       5200.00|
  BRIDGE APPROACH SECTIONS                |                            |                            |
0022 7021.45                   4.000  EACH|     900.00000       3600.00|    1000.00000       4000.00|
  BREAKAWAY CABLE TERMINAL                |                            |                            |
     SECTION TOTALS                       |             $    233,665.80|             $    271,225.00|
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    233,665.80|             $    271,225.00|
====================================================================================================================================