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Contract Letting March 14, 2002

 

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

     CALL ORDER   :  F11                     CONTRACT ID : 3663X                        COUNTIES :  PLATTE
     LETTING DATE : 03/14/02                DISTRICT    : 3
                                                                                           PROJECT(S) : NH-81-3(134)
     CONTRACT DESCRIPTION :
     ON US-81, SOUTH OF COLUMBUS.

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

  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   0774           DIXON CONSTRUCTION CO.                                                 $    965,545.50     100.0000%
                                                    NEBRASKA DEPARTMENT OF ROADS                             DATE : 03/14/02
                                                                                                             PAGE : 3
                                                        TABULATION OF BIDS

     CALL ORDER   :  F11                    CONTRACT ID : 3663X                       COUNTIES :  PLATTE
     LETTING DATE : 03/14/02  1:30 PM       DISTRICT    : 3
                                                                                     PROJECT(S) : NH-81-3(134)



====================================================================================================================================
                                          |(1) 0774                    |                            |
                                          |DIXON 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. 370+21
               2-37'-6" & 1-50'-6" SPAN CONTINUOUS CONCRETE SLAB BRIDGE
                                          |                            |                            |
0001 L020.00                2320.000  SY  |       1.65000       3828.00|                            |
  EROSION CONTROL                         |                            |                            |
0002 L022.11                 490.000  LF  |       2.59000       1269.10|                            |
  FABRIC SILT FENCE-LOW POROSITY          |                            |                            |
0003 0001.08               14975.000  BDAY|       0.50000       7487.50|                            |
  BARRICADE, TYPE II                      |                            |                            |
0004 0001.10                1212.000  BDAY|       0.95000       1151.40|                            |
  BARRICADE, TYPE III                     |                            |                            |
0005 0001.30                 404.000  LDAY|       0.90000        363.60|                            |
  TYPE B HIGH INTENSITY WARNING LIGHT     |                            |                            |
0006 0001.90                7700.000  EACH|       0.30000       2310.00|                            |
  SIGN DAY                                |                            |                            |
0007 0002.30                4000.000  LF  |       0.35000       1400.00|                            |
  PAVEMENT MARKING REMOVAL                |                            |                            |
0008 0002.39               24000.000  LF  |       0.78000      18720.00|                            |
  TEMPORARY PAVEMENT MARKING, TYPE II     |                            |                            |
0009 0002.85                  14.000  EACH|      25.00000        350.00|                            |
  TUBULAR POST                            |                            |                            |
0010 0002.97                 404.000  DAY |      20.00000       8080.00|                            |
  FLASHING ARROW PANEL                    |                            |                            |
0011 0003.10                  20.000  DAY |     200.00000       4000.00|                            |
  FLAGGING                                |                            |                            |
0012 0003.51                 370.000  LF  |      15.00000       5550.00|                            |
  INSTALL CONCRETE PROTECTION BARRIER     |                            |                            |
0013 0003.56                 370.000  LF  |       7.00000       2590.00|                            |
  RELOCATE CONCRETE PROTECTION BARRIER    |                            |                            |
0014 0003.64                   5.000  EACH|       1.00000          5.00|                            |
  REPLACEMENT MODULE                      |                            |                            |
0015 0030.60                          LUMP|   70000.00000      70000.00|                            |
  MOBILIZATION                            |                            |                            |
0016 1009.00                          LUMP|    1000.00000       1000.00|                            |
  GENERAL CLEARING AND GRUBBING           |                            |                            |
0017 1033.00                   4.800  STA |     500.00000       2400.00|                            |
  ROADWAY GRADING                         |                            |                            |
0018 1101.00                1337.000  SY  |       4.00000       5348.00|                            |
  REMOVE PAVEMENT                         |                            |                            |
0019 1109.00                 920.000  LF  |       3.00000       2760.00|                            |
  REMOVE CURB                             |                            |                            |
                                                    NEBRASKA DEPARTMENT OF ROADS                             DATE : 03/14/02
                                                                                                             PAGE : 4
                                                        TABULATION OF BIDS

     CALL ORDER   :  F11                    CONTRACT ID : 3663X                       COUNTIES :  PLATTE
     LETTING DATE : 03/14/02  1:30 PM       DISTRICT    : 3
                                                                                     PROJECT(S) : NH-81-3(134)



====================================================================================================================================
                                          |(1) 0774                    |                            |
                                          |DIXON CONSTRUCTION CO.      |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 1122.01                1187.000  SY  |       3.00000       3561.00|                            |
  REMOVE CONCRETE MEDIAN SURFACING        |                            |                            |
0021 3011.25                 920.000  LF  |       8.41000       7737.20|                            |
  CONCRETE CLASS 47B-3500 CURB TYPE II    |                            |                            |
0022 3017.43                 868.000  SY  |      32.40000      28123.20|                            |
  6" CONCRETE CLASS 47B-3000 MEDIAN       |                            |                            |
  SURFACING                               |                            |                            |
0023 3050.15                 403.000  CY  |     190.00000      76570.00|                            |
  CONCRETE FOR PAVEMENT APPROACHES CLASS  |                            |                            |
  47BD-4000                               |                            |                            |
0024 3051.10               39795.000  LB  |       0.60000      23877.00|                            |
  EPOXY COATED REINFORCING STEEL FOR      |                            |                            |
  PAVEMENT APPROACHES                     |                            |                            |
0025 6000.10                 135.000  LS  |   10000.00000      10000.00|                            |
  ABUTMENT NO.1 EXCAVATION                |                            |                            |
0026 6000.11                 135.000  LS  |   10000.00000      10000.00|                            |
  ABUTMENT NO.2 EXCAVATION                |                            |                            |
0027 6001.50                   5.000  LS  |   15000.00000      15000.00|                            |
  BENT NO.1 EXCAVATION                    |                            |                            |
0028 6001.51                 175.000  LS  |   15000.00000      15000.00|                            |
  BENT NO.2 EXCAVATION                    |                            |                            |
0029 6010.22                 234.500  CY  |     270.00000      63315.00|                            |
  CLASS 47B-3000 CONCRETE FOR BRIDGE      |                            |                            |
0030 6010.26                 707.200  CY  |     240.00000     169728.00|                            |
  CLASS 47BD-4000 CONCRETE FOR BRIDGE     |                            |                            |
0031 6040.00                   1.000  EACH|   50000.00000      50000.00|                            |
  REMOVE STRUCTURE AT STA. 370+13.5       |                            |                            |
0032 6080.00                3630.000  LB  |       2.50000       9075.00|                            |
  STRUCTURAL STEEL FOR SUBSTRUCTURE       |                            |                            |
0033 6104.00                 582.000  TON |      12.00000       6984.00|                            |
  BROKEN CONCRETE RIPRAP                  |                            |                            |
0034 6131.50              152950.000  LB  |       0.55000      84122.50|                            |
  EPOXY COATED REINFORCING STEEL          |                            |                            |
0035 6139.50                 105.000  SY  |      20.00000       2100.00|                            |
  SUBSURFACE DRAINAGE MATTING             |                            |                            |
0036 6210.50                3400.000  LF  |      20.00000      68000.00|                            |
  PIPE PILING                             |                            |                            |
0037 6310.00                5960.000  SF  |      10.00000      59600.00|                            |
  STEEL SHEET PILING                      |                            |                            |
0038 6510.55                 470.000  LS  |   15000.00000      15000.00|                            |
  TEMPORARY BRIDGE SHORING                |                            |                            |
                                                    NEBRASKA DEPARTMENT OF ROADS                             DATE : 03/14/02
                                                                                                             PAGE : 5
                                                        TABULATION OF BIDS

     CALL ORDER   :  F11                    CONTRACT ID : 3663X                       COUNTIES :  PLATTE
     LETTING DATE : 03/14/02  1:30 PM       DISTRICT    : 3
                                                                                     PROJECT(S) : NH-81-3(134)



====================================================================================================================================
                                          |(1) 0774                    |                            |
                                          |DIXON CONSTRUCTION CO.      |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0039 6510.60                 110.000  LS  |   10000.00000      10000.00|                            |
  BRIDGE SHORING                          |                            |                            |
0040 7011.20                 162.500  LF  |      12.00000       1950.00|                            |
  W-BEAM GUARDRAIL                        |                            |                            |
0041 7017.00                 250.000  LF  |       4.00000       1000.00|                            |
  REMOVE GUARDRAIL                        |                            |                            |
0042 7019.50                   2.000  EACH|   14600.00000      29200.00|                            |
  IMPACT ATTENUATOR                       |                            |                            |
0043 7019.65                   2.000  EACH|    3000.00000       6000.00|                            |
  RELOCATE IMPACT ATTENUATOR              |                            |                            |
0044 7020.00                   4.000  EACH|    1000.00000       4000.00|                            |
  BRIDGE APPROACH SECTIONS                |                            |                            |
0045 7024.27                   4.000  EACH|    1500.00000       6000.00|                            |
  GUARDRAIL END TREATMENT, TYPE II        |                            |                            |
0046 8091.00                 260.000  CY  |      30.00000       7800.00|                            |
  GRANULAR BACKFILL                       |                            |                            |
0047 9009.87                 868.000  SY  |      40.00000      34720.00|                            |
  SURFACING 8"                            |                            |                            |
0048 9110.01                   5.000  HOUR|      80.00000        400.00|                            |
  RENTAL OF LOADER, FULLY OPERATED        |                            |                            |
0049 9110.03                   5.000  HOUR|      70.00000        350.00|                            |
  RENTAL OF DUMP TRUCK, FULLY OPERATED    |                            |                            |
0050 9110.07                   5.000  HOUR|      40.00000        200.00|                            |
  RENTAL OF SKID LOADER, FULLY OPERATED   |                            |                            |
0051 9188.50                 188.000  SY  |      40.00000       7520.00|                            |
  SURFACING UNDER GUARDRAIL               |                            |                            |
     SECTION TOTALS                       |             $    965,545.50|                            |
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    965,545.50|                            |
====================================================================================================================================