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Last Updated: 10/11/2002
October 10, 2002 Contract Letting


 

                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 10/11/02
                                                                                                             PAGE : 2
                                                          VENDOR RANKING
	
     CALL ORDER   : F09                     CONTRACT ID : 4216X                        COUNTIES : NANCE
     LETTING DATE : 10/10/02                DISTRICT    : 4
     CONTRACT DESCRIPTION :                                                                PROJECT(S) : STPP-22-5(114)
     ON N-22 NORTHEAST OF FULLERTON.
	
  --------------------------------------------------------------------------------------------------------------------------
      VENDOR NO.           BID NOTES
  --------------------------------------------------------------------------------------------------------------------------


  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   1613           M. E. COLLINS CONTRACTING COMPANY, INC.                                $    180,342.60     100.0000%
   2   1242           GARCIA-CHICOINE ENTERPRISES, INC.                                      $    197,259.65     109.3805%
   3   1742           HERBST CONSTRUCTION, INC.                                              $    206,378.55     114.4369%
   4   1730           WILKE CONTRACTING CORPORATION                                          $    227,028.75     125.8875%
   5   0013           THE DIAMOND ENGINEERING COMPANY                                        $    234,618.95     130.0962%
   6   0462           L. J. WEBB CONTRACTOR, INC.                                            $    272,202.50     150.9363%
                                                    NEBRASKA DEPARTMENT OF ROADS                                   DATE : 10/11/02
                                                                                                                   PAGE : F09 -3
                                                        TABULATION OF BIDS

     CALL ORDER   : F09                     CONTRACT ID : 4216X                        COUNTIES : NANCE
     LETTING DATE : 10/10/02  1:30 PM       DISTRICT    : 4



====================================================================================================================================
                                          |(   1  ) 1613               |(   2  ) 1242               |(   3  ) 1742
                                          |COLLINS CONTRACTING COMPANY |GARCIA-CHICOINE ENTERPRISES |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. 1013+75           1-19'6" & 2-16'3" SPANS CONCRETE SLAB BRIDGE-CONTINUOUS TYPE
                                          |                            |                            |
0001 0030.60                          LUMP|    2000.00000       2000.00|     600.00000        600.00|    1750.00000        1750.00
  MOBILIZATION                            |                            |                            |
0002 6010.26                  13.300  CY  |     321.00000       4269.30|     450.00000       5985.00|     680.00000        9044.00
  CLASS 47BD-4000 CONCRETE FOR BRIDGE     |                            |                            |
0003 6020.00                1445.000  LB  |       0.60000        867.00|       1.10000       1589.50|       1.25000        1806.25
  REINFORCING STEEL FOR BRIDGE            |                            |                            |
0004 6030.00                   1.000  EACH|    3990.00000       3990.00|    3000.00000       3000.00|    5000.00000        5000.00
  PREPARATION OF BRIDGE AT STA. 1013+75   |                            |                            |
     SECTION TOTALS                       |             $     11,126.30|             $     11,174.50|              $     17,600.25
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002   GROUP 6A BRIDGE AT STA. 1230+00          1-65' & 2-40' SPANS CONCRETE GIRDER BRIDGE
                                          |                            |                            |
0005 0030.60                          LUMP|    2000.00000       2000.00|    1800.00000       1800.00|    3000.00000        3000.00
  MOBILIZATION                            |                            |                            |
0006 6010.26                  43.600  CY  |     321.00000      13995.60|     450.00000      19620.00|     550.00000       23980.00
  CLASS 47BD-4000 CONCRETE FOR BRIDGE     |                            |                            |
0007 6020.00                4605.000  LB  |       0.60000       2763.00|       1.10000       5065.50|       1.25000        5756.25
  REINFORCING STEEL FOR BRIDGE            |                            |                            |
0008 6030.01                   1.000  EACH|    7980.00000       7980.00|    7000.00000       7000.00|    6000.00000        6000.00
  PREPARATION OF BRIDGE AT STA. 1230+00   |                            |                            |
     SECTION TOTALS                       |             $     26,738.60|             $     33,485.50|              $     38,736.25
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003   GROUP 6B BRIDGE AT STA. 1364+42          1-74' SPAN PRESTRESSED CONCRETE GIRDER BRIDGE
                                          |                            |                            |
0009 0030.60                          LUMP|    2000.00000       2000.00|    1200.00000       1200.00|    2500.00000        2500.00
  MOBILIZATION                            |                            |                            |
0010 6010.26                  28.200  CY  |     321.00000       9052.20|     450.00000      12690.00|     600.00000       16920.00
  CLASS 47BD-4000 CONCRETE FOR BRIDGE     |                            |                            |
0011 6020.00                3685.000  LB  |       0.60000       2211.00|       1.10000       4053.50|       1.25000        4606.25
  REINFORCING STEEL FOR BRIDGE            |                            |                            |
0012 6030.02                   1.000  EACH|    8780.00000       8780.00|    5400.00000       5400.00|    5500.00000        5500.00
  PREPARATION OF BRIDGE AT STA. 1364+42   |                            |                            |
     SECTION TOTALS                       |             $     22,043.20|             $     23,343.50|              $     29,526.25
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004   GROUP 7 GUARDRAIL
                                          |                            |                            |
0013 L020.00                3032.000  SY  |       1.93000       5851.76|       2.90000       8792.80|       2.20000        6670.40
  EROSION CONTROL                         |                            |                            |
                                                    NEBRASKA DEPARTMENT OF ROADS                                   DATE : 10/11/02

                                                                                                                   PAGE : F09 -4
                                                        TABULATION OF BIDS

     CALL ORDER   : F09                     CONTRACT ID : 4216X                        COUNTIES : NANCE
     LETTING DATE : 10/10/02  1:30 PM       DISTRICT    : 4



====================================================================================================================================
                                          |(   1  ) 1613               |(   2   ) 1242              |(   3  ) 1742
                                          |COLLINS CONTRACTING COMPANY |GARCIA-CHICOINE ENTERPRISES |HERBST CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0014 0030.70                          LUMP|    4100.00000       4100.00|    4000.00000       4000.00|    2500.00000        2500.00
  MOBILIZATION                            |                            |                            |
0015 1009.00                          LUMP|    3990.00000       3990.00|    3000.00000       3000.00|     800.00000         800.00
  GENERAL CLEARING AND GRUBBING           |                            |                            |
0016 1033.00                  11.160  STA |    1500.00000      16740.00|    1800.00000      20088.00|    1750.00000       19530.00
  ROADWAY GRADING                         |                            |                            |
0017 7011.20                 287.500  LF  |      11.97000       3441.38|      11.78000       3386.75|      12.00000        3450.00
  W-BEAM GUARDRAIL                        |                            |                            |
0018 7017.00                 750.000  LF  |       1.83000       1372.50|       1.80000       1350.00|       2.00000        1500.00
  REMOVE GUARDRAIL                        |                            |                            |
0019 7020.00                  12.000  EACH|    2616.20000      31394.40|    2575.00000      30900.00|    2575.00000       30900.00
  BRIDGE APPROACH SECTIONS                |                            |                            |
0020 7024.27                  12.000  EACH|    1517.90000      18214.80|    1494.00000      17928.00|    1500.00000       18000.00
  GUARDRAIL END TREATMENT, TYPE II        |                            |                            |
0021 9188.50                 491.000  SY  |      26.00000      12766.00|      30.00000      14730.00|      30.00000       14730.00
  SURFACING UNDER GUARDRAIL               |                            |                            |
     SECTION TOTALS                       |             $     97,870.84|             $    104,175.55|              $     98,080.40
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005   GROUP 10 GENERAL ITEMS
                                          |                            |                            |
0022 0001.08                3326.000  BDAY|       0.50000       1663.00|       0.50000       1663.00|       0.50000        1663.00
  BARRICADE, TYPE II                      |                            |                            |
0023 0001.10                1068.000  BDAY|       1.22000       1302.96|       2.00000       2136.00|       1.20000        1281.60
  BARRICADE, TYPE III                     |                            |                            |
0024 0001.90                1424.000  EACH|       0.50000        712.00|       0.90000       1281.60|       0.45000         640.80
  SIGN DAY                                |                            |                            |
0025 0002.30                9395.000  LF  |       0.00000          0.00|       0.00000          0.00|       0.00000           0.00
  PAVEMENT MARKING REMOVAL                |                            |                            |
0026 0002.39               10625.000  LF  |       0.00000          0.00|       0.00000          0.00|       0.00000           0.00
  TEMPORARY PAVEMENT MARKING, TYPE II     |                            |                            |
0027 0002.47                3000.000  LF  |       0.00000          0.00|       0.00000          0.00|       0.00000           0.00
  TEMPORARY PAVEMENT MARKING SURFACE      |                            |                            |
  PREPARATION                             |                            |                            |
0028 0003.10                  90.000  DAY |     189.60000      17064.00|     200.00000      18000.00|     185.00000       16650.00
  FLAGGING                                |                            |                            |
0029 0030.00                          LUMP|    1821.70000       1821.70|    2000.00000       2000.00|    2200.00000        2200.00
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $     22,563.66|             $     25,080.60|              $     22,435.40
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    180,342.60|             $    197,259.65|              $    206,378.55
====================================================================================================================================
                                                    NEBRASKA DEPARTMENT OF ROADS                                   DATE : 10/11/02
                                                                                                                   PAGE : F09 -5
                                                        TABULATION OF BIDS

     CALL ORDER   : F09                     CONTRACT ID : 4216X                        COUNTIES : NANCE
     LETTING DATE : 10/10/02  1:30 PM       DISTRICT    : 4



====================================================================================================================================
                                          |(   4  ) 1730               |(   5   ) 0013              |(   6  ) 0462
                                          |WILKE CONTRACTING CORPORATI |DIAMOND ENGINEERING COMPANY |WEBB CONTRACTOR, INC./L. J.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   GROUP 6 BRIDGE AT STA. 1013+75           1-19'6" & 2-16'3" SPANS CONCRETE SLAB BRIDGE-CONTINUOUS TYPE
                                          |                            |                            |
0001 0030.60                          LUMP|    1500.00000       1500.00|    2950.00000       2950.00|    5000.00000        5000.00
  MOBILIZATION                            |                            |                            |
0002 6010.26                  13.300  CY  |     650.00000       8645.00|     747.00000       9935.10|     700.00000        9310.00
  CLASS 47BD-4000 CONCRETE FOR BRIDGE     |                            |                            |
0003 6020.00                1445.000  LB  |       1.00000       1445.00|       0.77000       1112.65|       1.25000        1806.25
  REINFORCING STEEL FOR BRIDGE            |                            |                            |
0004 6030.00                   1.000  EACH|    2400.00000       2400.00|    6150.00000       6150.00|    9000.00000        9000.00
  PREPARATION OF BRIDGE AT STA. 1013+75   |                            |                            |
     SECTION TOTALS                       |             $     13,990.00|             $     20,147.75|              $     25,116.25
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002   GROUP 6A BRIDGE AT STA. 1230+00          1-65' & 2-40' SPANS CONCRETE GIRDER BRIDGE
                                          |                            |                            |
0005 0030.60                          LUMP|    1500.00000       1500.00|    2950.00000       2950.00|    5000.00000        5000.00
  MOBILIZATION                            |                            |                            |
0006 6010.26                  43.600  CY  |     620.00000      27032.00|     678.00000      29560.80|     700.00000       30520.00
  CLASS 47BD-4000 CONCRETE FOR BRIDGE     |                            |                            |
0007 6020.00                4605.000  LB  |       1.00000       4605.00|       0.78000       3591.90|       1.25000        5756.25
  REINFORCING STEEL FOR BRIDGE            |                            |                            |
0008 6030.01                   1.000  EACH|    3600.00000       3600.00|   12025.00000      12025.00|   16000.00000       16000.00
  PREPARATION OF BRIDGE AT STA. 1230+00   |                            |                            |
     SECTION TOTALS                       |             $     36,737.00|             $     48,127.70|              $     57,276.25
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003   GROUP 6B BRIDGE AT STA. 1364+42          1-74' SPAN PRESTRESSED CONCRETE GIRDER BRIDGE
                                          |                            |                            |
0009 0030.60                          LUMP|    1500.00000       1500.00|    2950.00000       2950.00|    5000.00000        5000.00
  MOBILIZATION                            |                            |                            |
0010 6010.26                  28.200  CY  |     650.00000      18330.00|     683.00000      19260.60|     700.00000       19740.00
  CLASS 47BD-4000 CONCRETE FOR BRIDGE     |                            |                            |
0011 6020.00                3685.000  LB  |       1.00000       3685.00|       0.78000       2874.30|       1.25000        4606.25
  REINFORCING STEEL FOR BRIDGE            |                            |                            |
0012 6030.02                   1.000  EACH|    2800.00000       2800.00|    9475.00000       9475.00|   11000.00000       11000.00
  PREPARATION OF BRIDGE AT STA. 1364+42   |                            |                            |
     SECTION TOTALS                       |             $     26,315.00|             $     34,559.90|              $     40,346.25
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004   GROUP 7 GUARDRAIL
                                          |                            |                            |
0013 L020.00                3032.000  SY  |       1.80000       5457.60|       2.25000       6822.00|       1.80000        5457.60
  EROSION CONTROL                         |                            |                            |
                                                    NEBRASKA DEPARTMENT OF ROADS                                   DATE : 10/11/02
                                                                                                                   PAGE : F09 -6
                                                        TABULATION OF BIDS

     CALL ORDER   : F09                     CONTRACT ID : 4216X                        COUNTIES : NANCE
     LETTING DATE : 10/10/02  1:30 PM       DISTRICT    : 4



====================================================================================================================================
                                          |(   4  ) 1730               |(   5   ) 0013              |(   6  ) 0462
                                          |WILKE CONTRACTING CORPORATI |DIAMOND ENGINEERING COMPANY |WEBB CONTRACTOR, INC./L. J.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0014 0030.70                          LUMP|    3500.00000       3500.00|    1000.00000       1000.00|   10320.00000       10320.00
  MOBILIZATION                            |                            |                            |
0015 1009.00                          LUMP|    3500.00000       3500.00|    2500.00000       2500.00|    6000.00000        6000.00
  GENERAL CLEARING AND GRUBBING           |                            |                            |
0016 1033.00                  11.160  STA |    3150.00000      35154.00|    1675.00000      18693.00|    2100.00000       23436.00
  ROADWAY GRADING                         |                            |                            |
0017 7011.20                 287.500  LF  |      11.78000       3386.75|      11.78000       3386.75|      11.78000        3386.75
  W-BEAM GUARDRAIL                        |                            |                            |
0018 7017.00                 750.000  LF  |       2.00000       1500.00|       1.80000       1350.00|       1.80000        1350.00
  REMOVE GUARDRAIL                        |                            |                            |
0019 7020.00                  12.000  EACH|    2575.00000      30900.00|    2575.00000      30900.00|    2575.00000       30900.00
  BRIDGE APPROACH SECTIONS                |                            |                            |
0020 7024.27                  12.000  EACH|    1494.00000      17928.00|    1494.00000      17928.00|    1494.00000       17928.00
  GUARDRAIL END TREATMENT, TYPE II        |                            |                            |
0021 9188.50                 491.000  SY  |      40.00000      19640.00|      44.65000      21923.15|      50.00000       24550.00
  SURFACING UNDER GUARDRAIL               |                            |                            |
     SECTION TOTALS                       |             $    120,966.35|             $    104,502.90|              $    123,328.35
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005   GROUP 10 GENERAL ITEMS
                                          |                            |                            |
0022 0001.08                3326.000  BDAY|       0.50000       1663.00|       0.50000       1663.00|       0.50000        1663.00
  BARRICADE, TYPE II                      |                            |                            |
0023 0001.10                1068.000  BDAY|       2.25000       2403.00|       3.50000       3738.00|       1.20000        1281.60
  BARRICADE, TYPE III                     |                            |                            |
0024 0001.90                1424.000  EACH|       0.60000        854.40|       0.90000       1281.60|       0.45000         640.80
  SIGN DAY                                |                            |                            |
0025 0002.30                9395.000  LF  |       0.00000          0.00|       0.00000          0.00|       0.00000           0.00
  PAVEMENT MARKING REMOVAL                |                            |                            |
0026 0002.39               10625.000  LF  |       0.00000          0.00|       0.00000          0.00|       0.00000           0.00
  TEMPORARY PAVEMENT MARKING, TYPE II     |                            |                            |
0027 0002.47                3000.000  LF  |       0.00000          0.00|       0.00000          0.00|       0.00000           0.00
  TEMPORARY PAVEMENT MARKING SURFACE      |                            |                            |
  PREPARATION                             |                            |                            |
0028 0003.10                  90.000  DAY |     240.00000      21600.00|     177.62000      15985.80|     195.00000       17550.00
  FLAGGING                                |                            |                            |
0029 0030.00                          LUMP|    2500.00000       2500.00|    4612.30000       4612.30|    5000.00000        5000.00
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $     29,020.40|             $     27,280.70|              $     26,135.40
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    227,028.75|             $    234,618.95|              $    272,202.50
====================================================================================================================================
	   

 

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