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Contract Letting March 14, 2002

  

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

     CALL ORDER   :  F03                     CONTRACT ID : 1009                         COUNTIES :  JEFFERSON
     LETTING DATE : 03/14/02                DISTRICT    : 1
                                                                                           PROJECT(S) : BR-3015(2)
     CONTRACT DESCRIPTION :
     ON A COUNTY ROAD SOUTH OF PLYMOUTH.

  --------------------------------------------------------------------------------------------------------------------------
      VENDOR NO.           BID NOTES
  --------------------------------------------------------------------------------------------------------------------------
        0462               THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE
        0462               ACCEPTED IN THIS LETTING IS LIMITED TO 1.

  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   0810           ELK HORN CONSTRUCTION CO.                                              $    490,101.70     100.0000%
   2   1742           HERBST CONSTRUCTION, INC.                                              $    540,494.45     110.2821%
   3   0462           L. J. WEBB CONTRACTOR, INC.                                            $    553,828.00     113.0026%
                                                    NEBRASKA DEPARTMENT OF ROADS                             DATE : 03/14/02
                                                                                                             PAGE : 3
                                                        TABULATION OF BIDS

     CALL ORDER   :  F03                    CONTRACT ID : 1009                        COUNTIES :  JEFFERSON
     LETTING DATE : 03/14/02  1:30 PM       DISTRICT    : 1
                                                                                     PROJECT(S) : BR-3015(2)



====================================================================================================================================
                                          |(1) 0810                    |(2) 1742                    |(3) 0462
                                          |ELK HORN CONSTRUCTION CO.   |HERBST CONSTRUCTION, INC.   |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 1 GRADING
                                          |                            |                            |
0001 L006.00                   2.000  ACRE|     250.00000        500.00|     250.00000        500.00|     200.00000         400.00
  COVER CROP SEEDING                      |                            |                            |
0002 0030.10                          LUMP|    3500.00000       3500.00|    1500.00000       1500.00|    1700.00000        1700.00
  MOBILIZATION                            |                            |                            |
0003 1000.00                  56.000  EACH|     100.00000       5600.00|     100.00000       5600.00|     100.00000        5600.00
  LARGE TREE REMOVAL                      |                            |                            |
0004 1009.00                          LUMP|   10000.00000      10000.00|   10000.00000      10000.00|   10000.00000       10000.00
  GENERAL CLEARING AND GRUBBING           |                            |                            |
0005 1010.01               11220.000  CY  |       1.23000      13800.60|       1.23000      13800.60|       1.23000       13800.60
  EXCAVATION (ESTABLISHED QUANTITY)       |                            |                            |
0006 1011.00                  24.000  MGAL|      10.00000        240.00|      10.00000        240.00|      10.00000         240.00
  WATER                                   |                            |                            |
0007 1102.00                2411.000  SY  |       2.10000       5063.10|       2.10000       5063.10|       2.10000        5063.10
  REMOVE ASPHALT SURFACE                  |                            |                            |
0008 4050.01                 105.000  CY  |       6.00000        630.00|       6.00000        630.00|       6.00000         630.00
  EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,|                            |                            |
   AND HEADWALLS                          |                            |                            |
0009 4300.48                  68.000  LF  |      46.00000       3128.00|      46.00000       3128.00|      46.00000        3128.00
  48" CULVERT PIPE                        |                            |                            |
0010 4310.48                   1.000  EACH|     950.00000        950.00|     950.00000        950.00|     950.00000         950.00
  48" FLARED-END SECTION                  |                            |                            |
     SECTION TOTALS                       |             $     43,411.70|             $     41,411.70|                $     41,511.70
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002   GROUP 3 CONCRETE PAVEMENT
                                          |                            |                            |
0011 0030.30                          LUMP|   15000.00000      15000.00|   12000.00000      12000.00|    8500.00000        8500.00
  MOBILIZATION                            |                            |                            |
0012 3075.32                2640.000  SY  |      34.50000      91080.00|      34.50000      91080.00|      39.30000      103752.00
  8" CONCRETE PAVEMENT, CLASS 47B-3500    |                            |                            |
0013 8029.04                2640.000  SY  |       7.00000      18480.00|       7.00000      18480.00|       9.10000       24024.00
  AGGREGATE FOUNDATION COURSE 4"          |                            |                            |
0014 9111.00                  13.000  MGAL|      10.00000        130.00|      10.00000        130.00|      15.40000         200.20
  WATER                                   |                            |                            |
0015 9170.00                  21.800  STA |     275.00000       5995.00|     275.00000       5995.00|     175.00000        3815.00
  EARTH SHOULDER CONSTRUCTION             |                            |                            |
0016 9173.20                2640.000  SY  |       2.50000       6600.00|       2.50000       6600.00|       2.20000        5808.00
  SUBGRADE PREPARATION                    |                            |                            |
                                                    NEBRASKA DEPARTMENT OF ROADS                             DATE : 03/14/02
                                                                                                             PAGE : 4
                                                        TABULATION OF BIDS

     CALL ORDER   :  F03                    CONTRACT ID : 1009                        COUNTIES :  JEFFERSON
     LETTING DATE : 03/14/02  1:30 PM       DISTRICT    : 1
                                                                                     PROJECT(S) : BR-3015(2)



====================================================================================================================================
                                          |(1) 0810                    |(2) 1742                    |(3) 0462
                                          |ELK HORN CONSTRUCTION CO.   |HERBST CONSTRUCTION, INC.   |WEBB CONTRACTOR, INC./L. J.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
     SECTION TOTALS                       |             $    137,285.00|             $    134,285.00|                $    146,099.20
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003   GROUP 6 BRIDGE AT STA. 201+72
               1-44'0" & 2-33'0" SPANS CONCRETE SLAB BRIDGE-CONTINUOUS TYPE
                                          |                            |                            |
0017 0030.60                          LUMP|   29000.00000      29000.00|   34500.00000      34500.00|   40000.00000       40000.00
  MOBILIZATION                            |                            |                            |
0018 1043.50                1076.000  SY  |       2.00000       2152.00|       2.50000       2690.00|       2.50000        2690.00
  RIPRAP FILTER FABRIC                    |                            |                            |
0019 3050.15                 137.100  CY  |     200.00000      27420.00|     200.00000      27420.00|     210.00000       28791.00
  CONCRETE FOR PAVEMENT APPROACHES CLASS  |                            |                            |
  47BD-4000                               |                            |                            |
0020 3051.10               11785.000  LB  |       0.52000       6128.20|       0.60000       7071.00|       0.60000        7071.00
  EPOXY COATED REINFORCING STEEL FOR      |                            |                            |
  PAVEMENT APPROACHES                     |                            |                            |
0021 6000.10                  55.000  LS  |    4000.00000       4000.00|    6000.00000       6000.00|    3000.00000        3000.00
  ABUTMENT NO.1 EXCAVATION                |                            |                            |
0022 6000.11                  55.000  LS  |    4000.00000       4000.00|    6000.00000       6000.00|    3000.00000        3000.00
  ABUTMENT NO.2 EXCAVATION                |                            |                            |
0023 6001.50                  60.000  LS  |    6000.00000       6000.00|    9000.00000       9000.00|   10000.00000       10000.00
  BENT NO.1 EXCAVATION                    |                            |                            |
0024 6001.51                  60.000  LS  |    6000.00000       6000.00|    9000.00000       9000.00|   10000.00000       10000.00
  BENT NO.2 EXCAVATION                    |                            |                            |
0025 6010.22                 201.700  CY  |     300.00000      60510.00|     360.00000      72612.00|     325.00000       65552.50
  CLASS 47B-3000 CONCRETE FOR BRIDGE      |                            |                            |
0026 6010.26                 195.500  CY  |     300.00000      58650.00|     360.00000      70380.00|     350.00000       68425.00
  CLASS 47BD-4000 CONCRETE FOR BRIDGE     |                            |                            |
0027 6040.00                   1.000  EACH|   15000.00000      15000.00|   18500.00000      18500.00|   15000.00000       15000.00
  REMOVE STRUCTURE AT STA. 201+94         |                            |                            |
0028 6080.00                1695.000  LB  |       2.00000       3390.00|       2.25000       3813.75|       4.00000        6780.00
  STRUCTURAL STEEL FOR SUBSTRUCTURE       |                            |                            |
0029 6105.02                 906.000  TON |      25.00000      22650.00|      28.00000      25368.00|      30.00000       27180.00
  ROCK RIPRAP, TYPE B                     |                            |                            |
0030 6131.50               49610.000  LB  |       0.52000      25797.20|       0.60000      29766.00|       0.60000       29766.00
  EPOXY COATED REINFORCING STEEL          |                            |                            |
0031 6210.12                1400.000  LF  |      17.00000      23800.00|      19.00000      26600.00|      25.00000       35000.00
  HP 10"X42# STEEL PILING                 |                            |                            |
                                                    NEBRASKA DEPARTMENT OF ROADS                             DATE : 03/14/02
                                                                                                             PAGE : 5
                                                        TABULATION OF BIDS

     CALL ORDER   :  F03                    CONTRACT ID : 1009                        COUNTIES :  JEFFERSON
     LETTING DATE : 03/14/02  1:30 PM       DISTRICT    : 1
                                                                                     PROJECT(S) : BR-3015(2)



====================================================================================================================================
                                          |(1) 0810                    |(2) 1742                    |(3) 0462
                                          |ELK HORN CONSTRUCTION CO.   |HERBST CONSTRUCTION, INC.   |WEBB CONTRACTOR, INC./L. J.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
     SECTION TOTALS                       |             $    294,497.40|             $    348,720.75|                $    352,255.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004   GROUP 7 GUARDRAIL
                                          |                            |                            |
0032 0030.70                          LUMP|     500.00000        500.00|     200.00000        200.00|     200.00000         200.00
  MOBILIZATION                            |                            |                            |
0033 7020.00                   4.000  EACH|    1000.00000       4000.00|    1000.00000       4000.00|    1000.00000        4000.00
  BRIDGE APPROACH SECTIONS                |                            |                            |
0034 7021.45                   4.000  EACH|     839.00000       3356.00|     839.00000       3356.00|     839.00000        3356.00
  BREAKAWAY CABLE TERMINAL                |                            |                            |
     SECTION TOTALS                       |             $      7,856.00|             $      7,556.00|                $      7,556.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005   GROUP 10 GENERAL ITEMS
                                          |                            |                            |
0035 0001.10                1752.000  BDAY|       1.50000       2628.00|       2.00000       3504.00|       1.50000        2628.00
  BARRICADE, TYPE III                     |                            |                            |
0036 0001.30                 292.000  LDAY|       0.80000        233.60|       2.25000        657.00|       0.80000         233.60
  TYPE B HIGH INTENSITY WARNING LIGHT     |                            |                            |
0037 0001.90                2920.000  EACH|       0.75000       2190.00|       0.50000       1460.00|       0.70000        2044.00
  SIGN DAY                                |                            |                            |
0038 0010.04                   1.000  EACH|    1500.00000       1500.00|    1900.00000       1900.00|     500.00000         500.00
  FIELD OFFICE                            |                            |                            |
0039 0030.10                          LUMP|     500.00000        500.00|    1000.00000       1000.00|    1000.00000        1000.00
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $      7,051.60|             $      8,521.00|                $      6,405.60
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    490,101.70|             $    540,494.45|                $    553,828.00
====================================================================================================================================