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Contract Letting April 18,  2002

 

                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 04/19/02
                                                                                                             PAGE : 2
                                                          VENDOR RANKING

     CALL ORDER   :  F12                     CONTRACT ID : 3274                         COUNTIES : COLFAX
     LETTING DATE : 04/18/02                DISTRICT    : 3
                                                                                           PROJECT(S) : BRO-7019(8)
     CONTRACT DESCRIPTION :
     ON A COUNTY ROAD SOUTHEAST OF CLARKSON.

  --------------------------------------------------------------------------------------------------------------------------
      VENDOR NO.           BID NOTES
  --------------------------------------------------------------------------------------------------------------------------
        0462               THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE
        0462               ACCEPTED IN THIS LETTING IS LIMITED TO 2.

  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   0774           DIXON CONSTRUCTION CO.                                                 $    339,272.89     100.0000%
   2   2283           PERRETT CONSTRUCTION LTD.                                              $    349,207.70     102.9282%
   3   0810           ELK HORN CONSTRUCTION CO.                                              $    354,299.69     104.4291%
   4   0462           L. J. WEBB CONTRACTOR, INC.                                            $    362,961.30     106.9821%
   5   0880           CHRISTENSEN BROS., INC.                                                $    420,936.20     124.0700%
   6   1227           GILBERT CENTRAL CORP.                                                  $    574,574.54     169.3546%
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 04/19/02
                                                                                                             PAGE : 3
                                                        TABULATION OF BIDS

     CALL ORDER   :  F12                    CONTRACT ID : 3274                        COUNTIES : COLFAX
     LETTING DATE : 04/18/02  1:30 pm       DISTRICT    : 3
                                                                                     PROJECT(S) : BRO-7019(8)



====================================================================================================================================
                                          |(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 1 GRADING
                                          |                            |                            |
0001 L006.00                   2.000  ha  |     437.50000        875.00|     200.00000        400.00|     437.50000         875.00
  COVER CROP SEEDING                      |                            |                            |
0002 0030.10                          LUMP|    2550.00000       2550.00|    5000.00000       5000.00|    3000.00000        3000.00
  MOBILIZATION                            |                            |                            |
0003 1000.00                   8.000  EACH|     150.00000       1200.00|     150.00000       1200.00|     150.00000        1200.00
  LARGE TREE REMOVAL                      |                            |                            |
0004 1009.00                          LUMP|    2400.00000       2400.00|    3500.00000       3500.00|    2400.00000        2400.00
  GENERAL CLEARING AND GRUBBING           |                            |                            |
0005 1011.00                 108.000  kL  |       1.50000        162.00|       4.00000        432.00|       1.50000         162.00
  WATER                                   |                            |                            |
0006 1030.00                6196.000  m3  |       3.35000      20756.60|       3.50000      21686.00|       3.35000       20756.60
  EARTHWORK MEASURED IN EMBANKMENT        |                            |                            |
0007 1300.24                  10.000  m   |      32.90000        329.00|      65.00000        650.00|      32.90000         329.00
  600 mm DRIVEWAY CULVERT PIPE            |                            |                            |
0008 1300.48                  11.000  m   |     105.60000       1161.60|     175.00000       1925.00|     105.60000        1161.60
  1200 mm DRIVEWAY CULVERT PIPE           |                            |                            |
0009 2009.51                   3.712  StaM|     974.00000       3615.49|     500.00000       1856.00|     974.00000        3615.49
  CRUSHED ROCK EMBEDMENT                  |                            |                            |
0010 2010.00                 212.000  m3  |      20.00000       4240.00|      32.00000       6784.00|      19.50000        4134.00
  CRUSHED ROCK SURFACE COURSE             |                            |                            |
     SECTION TOTALS                       |             $     37,289.69|             $     43,433.00|                $     37,633.69
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002   GROUP 4 CULVERTS
                                          |                            |                            |
0011 0030.40                          LUMP|    1000.00000       1000.00|    2500.00000       2500.00|    3000.00000        3000.00
  MOBILIZATION                            |                            |                            |
0012 1043.50                  33.000  m2  |       5.00000        165.00|       6.00000        198.00|       3.00000          99.00
  RIPRAP FILTER FABRIC                    |                            |                            |
0013 4050.01                 441.000  m3  |       5.00000       2205.00|      12.00000       5292.00|      10.00000        4410.00
  EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,|                            |                            |
   AND HEADWALLS                          |                            |                            |
0014 4300.36                  36.000  m   |     110.00000       3960.00|     112.00000       4032.00|      90.00000        3240.00
  900 mm CULVERT PIPE                     |                            |                            |
0015 4300.48                  25.800  m   |     182.00000       4695.60|     160.00000       4128.00|     156.00000        4024.80
  1200 mm CULVERT PIPE                    |                            |                            |
0016 4300.60                  37.000  m   |     250.00000       9250.00|     225.00000       8325.00|     230.00000        8510.00
  1500 mm CULVERT PIPE                    |                            |                            |
0017 4310.36                   1.000  EACH|     500.00000        500.00|     325.00000        325.00|     400.00000         400.00
  900 mm FLARED-END SECTION               |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 04/19/02
                                                                                                             PAGE : 4
                                                        TABULATION OF BIDS

     CALL ORDER   :  F12                    CONTRACT ID : 3274                        COUNTIES : COLFAX
     LETTING DATE : 04/18/02  1:30 pm       DISTRICT    : 3
                                                                                     PROJECT(S) : BRO-7019(8)



====================================================================================================================================
                                          |(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
------------------------------------------+----------------------------+----------------------------+-------------------------------
0018 4310.48                   1.000  EACH|     750.00000        750.00|     450.00000        450.00|     650.00000         650.00
  1200 mm FLARED-END SECTION              |                            |                            |
0019 4310.60                   1.000  EACH|     900.00000        900.00|     575.00000        575.00|     900.00000         900.00
  1500 mm FLARED-END SECTION              |                            |                            |
0020 6105.03                  35.000  Mg  |      40.00000       1400.00|      45.00000       1575.00|      25.00000         875.00
  ROCK RIPRAP, TYPE C                     |                            |                            |
     SECTION TOTALS                       |             $     24,825.60|             $     27,400.00|                $     26,108.80
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003   GROUP 5 SEEDING
                                          |                            |                            |
0021 L001.01                   1.000  ha  |    1502.13000       1502.13|    1600.00000       1600.00|    1120.00000        1120.00
  SEEDING, TYPE A                         |                            |                            |
0022 L001.02                   1.000  ha  |    1491.81000       1491.81|    1600.00000       1600.00|    1120.00000        1120.00
  SEEDING, TYPE B                         |                            |                            |
0023 L032.75                  10.000  Mg  |      75.00000        750.00|      85.00000        850.00|      90.00000         900.00
  MULCH                                   |                            |                            |
0024 0030.50                          LUMP|     200.00000        200.00|    1000.00000       1000.00|     500.00000         500.00
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $      3,943.94|             $      5,050.00|                $      3,640.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004   GROUP 6 BRIDGE AT STA. 7+23.00
               1-10.975 m & 2-8.230 m SPANS CONCRETE SLAB BRIDGE CONT TYPE
                                          |                            |                            |
0025 0030.60                          LUMP|   30000.00000      30000.00|   20000.00000      20000.00|   28000.00000       28000.00
  MOBILIZATION                            |                            |                            |
0026 1043.50                 703.000  m2  |       2.40000       1687.20|       4.00000       2812.00|       3.00000        2109.00
  RIPRAP FILTER FABRIC                    |                            |                            |
0027 6000.10                  10.000  LS  |    3000.00000       3000.00|    5000.00000       5000.00|    4000.00000        4000.00
  ABUTMENT NO.1 EXCAVATION                |                            |                            |
0028 6000.11                  10.000  LS  |    3000.00000       3000.00|    5000.00000       5000.00|    4000.00000        4000.00
  ABUTMENT NO.2 EXCAVATION                |                            |                            |
0029 6001.50                  15.000  LS  |    7500.00000       7500.00|    7500.00000       7500.00|    6000.00000        6000.00
  BENT NO.1 EXCAVATION                    |                            |                            |
0030 6001.51                  15.000  LS  |    7500.00000       7500.00|    7500.00000       7500.00|    6000.00000        6000.00
  BENT NO.2 EXCAVATION                    |                            |                            |
0031 6010.22                  97.900  m3  |     393.00000      38474.70|     400.00000      39160.00|     500.00000       48950.00
  CLASS 47B-20 CONCRETE FOR BRIDGE        |                            |                            |
0032 6010.26                 110.700  m3  |     366.80000      40604.76|     425.00000      47047.50|     500.00000       55350.00
  CLASS 47BD-30 CONCRETE FOR BRIDGE       |                            |                            |
0033 6020.00               17180.000  kg  |       1.21000      20787.80|       1.00000      17180.00|       1.10000       18898.00
  REINFORCING STEEL FOR BRIDGE            |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 04/19/02
                                                                                                             PAGE : 5
                                                        TABULATION OF BIDS

     CALL ORDER   :  F12                    CONTRACT ID : 3274                        COUNTIES : COLFAX
     LETTING DATE : 04/18/02  1:30 pm       DISTRICT    : 3
                                                                                     PROJECT(S) : BRO-7019(8)



====================================================================================================================================
                                          |(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
------------------------------------------+----------------------------+----------------------------+-------------------------------
0034 6040.00                   1.000  EACH|   30000.00000      30000.00|    6500.00000       6500.00|   15000.00000       15000.00
  REMOVE STRUCTURE AT STA. 8+31.6         |                            |                            |
0035 6080.00                 790.000  kg  |       4.00000       3160.00|       4.00000       3160.00|       4.50000        3555.00
  STRUCTURAL STEEL FOR SUBSTRUCTURE       |                            |                            |
0036 6105.03                 904.000  Mg  |      30.00000      27120.00|      42.00000      37968.00|      29.00000       26216.00
  ROCK RIPRAP, TYPE C                     |                            |                            |
0037 6210.12                 656.800  m   |      49.20000      32314.56|      59.00000      38751.20|      59.00000       38751.20
  HP 250 mm X 62 kg STEEL PILING          |                            |                            |
0038 6310.00                 157.400  m2  |     107.60000      16936.24|     150.00000      23610.00|     120.00000       18888.00
  STEEL SHEET PILING                      |                            |                            |
     SECTION TOTALS                       |             $    262,085.26|             $    261,188.70|                $    275,717.20
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005   GROUP 7 GUARDRAIL
                                          |                            |                            |
0039 0030.70                          LUMP|     100.00000        100.00|    1000.00000       1000.00|     400.00000         400.00
  MOBILIZATION                            |                            |                            |
0040 7020.00                   4.000  EACH|    1000.00000       4000.00|    1000.00000       4000.00|    1000.00000        4000.00
  BRIDGE APPROACH SECTIONS                |                            |                            |
0041 7021.45                   4.000  EACH|     850.00000       3400.00|     900.00000       3600.00|     850.00000        3400.00
  BREAKAWAY CABLE TERMINAL                |                            |                            |
     SECTION TOTALS                       |             $      7,500.00|             $      8,600.00|                $      7,800.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006   GROUP 10 GENERAL ITEMS
                                          |                            |                            |
0042 0001.10                1320.000  BDAY|       1.20000       1584.00|       1.20000       1584.00|       1.25000        1650.00
  BARRICADE, TYPE III                     |                            |                            |
0043 0001.30                 264.000  LDAY|       0.60000        158.40|       0.60000        158.40|       0.65000         171.60
  TYPE B HIGH INTENSITY WARNING LIGHT     |                            |                            |
0044 0001.90                1848.000  EACH|       0.75000       1386.00|       0.70000       1293.60|       0.80000        1478.40
  SIGN DAY                                |                            |                            |
0045 0030.10                          LUMP|     500.00000        500.00|     500.00000        500.00|     100.00000         100.00
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $      3,628.40|             $      3,536.00|                $      3,400.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    339,272.89|             $    349,207.70|                $    354,299.69
====================================================================================================================================
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 04/19/02
                                                                                                             PAGE : 6
                                                        TABULATION OF BIDS

     CALL ORDER   :  F12                    CONTRACT ID : 3274                        COUNTIES : COLFAX
     LETTING DATE : 04/18/02  1:30 pm       DISTRICT    : 3
                                                                                     PROJECT(S) : BRO-7019(8)



====================================================================================================================================
                                          |(4) 0462                    |(5) 0880                    |(6) 1227
                                          |WEBB CONTRACTOR, INC./L. J. |CHRISTENSEN BROS., INC.     |GILBERT CENTRAL CORP.
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  ha  |     437.50000        875.00|     450.00000        900.00|     220.00000         440.00
  COVER CROP SEEDING                      |                            |                            |
0002 0030.10                          LUMP|    2550.00000       2550.00|    3000.00000       3000.00|    6000.00000        6000.00
  MOBILIZATION                            |                            |                            |
0003 1000.00                   8.000  EACH|     150.00000       1200.00|     180.00000       1440.00|     200.00000        1600.00
  LARGE TREE REMOVAL                      |                            |                            |
0004 1009.00                          LUMP|    2400.00000       2400.00|    3000.00000       3000.00|   12000.00000       12000.00
  GENERAL CLEARING AND GRUBBING           |                            |                            |
0005 1011.00                 108.000  kL  |       1.50000        162.00|       1.60000        172.80|       2.00000         216.00
  WATER                                   |                            |                            |
0006 1030.00                6196.000  m3  |       3.35000      20756.60|       3.50000      21686.00|       5.50000       34078.00
  EARTHWORK MEASURED IN EMBANKMENT        |                            |                            |
0007 1300.24                  10.000  m   |      32.90000        329.00|      35.00000        350.00|      50.00000         500.00
  600 mm DRIVEWAY CULVERT PIPE            |                            |                            |
0008 1300.48                  11.000  m   |     105.60000       1161.60|     120.00000       1320.00|     160.00000        1760.00
  1200 mm DRIVEWAY CULVERT PIPE           |                            |                            |
0009 2009.51                   3.712  StaM|     974.00000       3615.49|    1000.00000       3712.00|    1120.00000        4157.44
  CRUSHED ROCK EMBEDMENT                  |                            |                            |
0010 2010.00                 212.000  m3  |      19.48000       4129.76|       8.00000       1696.00|      20.00000        4240.00
  CRUSHED ROCK SURFACE COURSE             |                            |                            |
     SECTION TOTALS                       |             $     37,179.45|             $     37,276.80|                $     64,991.44
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002   GROUP 4 CULVERTS
                                          |                            |                            |
0011 0030.40                          LUMP|     500.00000        500.00|    2000.00000       2000.00|    4000.00000        4000.00
  MOBILIZATION                            |                            |                            |
0012 1043.50                  33.000  m2  |       3.00000         99.00|       6.00000        198.00|       5.00000         165.00
  RIPRAP FILTER FABRIC                    |                            |                            |
0013 4050.01                 441.000  m3  |      20.00000       8820.00|       5.20000       2293.20|      18.00000        7938.00
  EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,|                            |                            |
   AND HEADWALLS                          |                            |                            |
0014 4300.36                  36.000  m   |      96.00000       3456.00|     115.00000       4140.00|     165.00000        5940.00
  900 mm CULVERT PIPE                     |                            |                            |
0015 4300.48                  25.800  m   |     151.00000       3895.80|     180.00000       4644.00|     270.00000        6966.00
  1200 mm CULVERT PIPE                    |                            |                            |
0016 4300.60                  37.000  m   |     208.00000       7696.00|     240.00000       8880.00|     350.00000       12950.00
  1500 mm CULVERT PIPE                    |                            |                            |
0017 4310.36                   1.000  EACH|     400.00000        400.00|     525.00000        525.00|     675.00000         675.00
  900 mm FLARED-END SECTION               |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 04/19/02
                                                                                                             PAGE : 7
                                                        TABULATION OF BIDS

     CALL ORDER   :  F12                    CONTRACT ID : 3274                        COUNTIES : COLFAX
     LETTING DATE : 04/18/02  1:30 pm       DISTRICT    : 3
                                                                                     PROJECT(S) : BRO-7019(8)



====================================================================================================================================
                                          |(4) 0462                    |(5) 0880                    |(6) 1227
                                          |WEBB CONTRACTOR, INC./L. J. |CHRISTENSEN BROS., INC.     |GILBERT CENTRAL CORP.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0018 4310.48                   1.000  EACH|     800.00000        800.00|     705.00000        705.00|     900.00000         900.00
  1200 mm FLARED-END SECTION              |                            |                            |
0019 4310.60                   1.000  EACH|    1300.00000       1300.00|     940.00000        940.00|    1500.00000        1500.00
  1500 mm FLARED-END SECTION              |                            |                            |
0020 6105.03                  35.000  Mg  |      40.00000       1400.00|      42.00000       1470.00|      42.00000        1470.00
  ROCK RIPRAP, TYPE C                     |                            |                            |
     SECTION TOTALS                       |             $     28,366.80|             $     25,795.20|                $     42,504.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003   GROUP 5 SEEDING
                                          |                            |                            |
0021 L001.01                   1.000  ha  |    1120.00000       1120.00|    2200.00000       2200.00|    1600.00000        1600.00
  SEEDING, TYPE A                         |                            |                            |
0022 L001.02                   1.000  ha  |    1120.00000       1120.00|    2200.00000       2200.00|    1600.00000        1600.00
  SEEDING, TYPE B                         |                            |                            |
0023 L032.75                  10.000  Mg  |      90.00000        900.00|     100.00000       1000.00|      85.00000         850.00
  MULCH                                   |                            |                            |
0024 0030.50                          LUMP|     500.00000        500.00|    1000.00000       1000.00|     800.00000         800.00
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $      3,640.00|             $      6,400.00|                $      4,850.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004   GROUP 6 BRIDGE AT STA. 7+23.00
               1-10.975 m & 2-8.230 m SPANS CONCRETE SLAB BRIDGE CONT TYPE
                                          |                            |                            |
0025 0030.60                          LUMP|   25000.00000      25000.00|   35000.00000      35000.00|   60000.00000       60000.00
  MOBILIZATION                            |                            |                            |
0026 1043.50                 703.000  m2  |       3.00000       2109.00|       3.00000       2109.00|       3.00000        2109.00
  RIPRAP FILTER FABRIC                    |                            |                            |
0027 6000.10                  10.000  LS  |    2000.00000       2000.00|   12000.00000      12000.00|    4500.00000        4500.00
  ABUTMENT NO.1 EXCAVATION                |                            |                            |
0028 6000.11                  10.000  LS  |    2000.00000       2000.00|   12000.00000      12000.00|    4500.00000        4500.00
  ABUTMENT NO.2 EXCAVATION                |                            |                            |
0029 6001.50                  15.000  LS  |   10000.00000      10000.00|   25000.00000      25000.00|    6500.00000        6500.00
  BENT NO.1 EXCAVATION                    |                            |                            |
0030 6001.51                  15.000  LS  |   10000.00000      10000.00|   25000.00000      25000.00|    6500.00000        6500.00
  BENT NO.2 EXCAVATION                    |                            |                            |
0031 6010.22                  97.900  m3  |     457.80000      44818.62|     420.00000      41118.00|     775.00000       75872.50
  CLASS 47B-20 CONCRETE FOR BRIDGE        |                            |                            |
0032 6010.26                 110.700  m3  |     457.80000      50678.46|     380.00000      42066.00|     900.00000       99630.00
  CLASS 47BD-30 CONCRETE FOR BRIDGE       |                            |                            |
0033 6020.00               17180.000  kg  |       1.43000      24567.40|       1.40000      24052.00|       2.50000       42950.00
  REINFORCING STEEL FOR BRIDGE            |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 04/19/02
                                                                                                             PAGE : 8
                                                        TABULATION OF BIDS

     CALL ORDER   :  F12                    CONTRACT ID : 3274                        COUNTIES : COLFAX
     LETTING DATE : 04/18/02  1:30 pm       DISTRICT    : 3
                                                                                     PROJECT(S) : BRO-7019(8)



====================================================================================================================================
                                          |(4) 0462                    |(5) 0880                    |(6) 1227
                                          |WEBB CONTRACTOR, INC./L. J. |CHRISTENSEN BROS., INC.     |GILBERT CENTRAL CORP.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0034 6040.00                   1.000  EACH|    8000.00000       8000.00|   15000.00000      15000.00|   25000.00000       25000.00
  REMOVE STRUCTURE AT STA. 8+31.6         |                            |                            |
0035 6080.00                 790.000  kg  |       6.61000       5221.90|       6.00000       4740.00|       6.50000        5135.00
  STRUCTURAL STEEL FOR SUBSTRUCTURE       |                            |                            |
0036 6105.03                 904.000  Mg  |      33.07000      29895.28|      30.00000      27120.00|      35.00000       31640.00
  ROCK RIPRAP, TYPE C                     |                            |                            |
0037 6210.12                 656.800  m   |      72.18000      47407.82|      80.00000      52544.00|     100.00000       65680.00
  HP 250 mm X 62 kg STEEL PILING          |                            |                            |
0038 6310.00                 157.400  m2  |     134.55000      21178.17|     140.00000      22036.00|     125.00000       19675.00
  STEEL SHEET PILING                      |                            |                            |
     SECTION TOTALS                       |             $    282,876.65|             $    339,785.00|                $    449,691.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005   GROUP 7 GUARDRAIL
                                          |                            |                            |
0039 0030.70                          LUMP|     100.00000        100.00|     200.00000        200.00|     200.00000         200.00
  MOBILIZATION                            |                            |                            |
0040 7020.00                   4.000  EACH|    1000.00000       4000.00|    1050.00000       4200.00|    1150.00000        4600.00
  BRIDGE APPROACH SECTIONS                |                            |                            |
0041 7021.45                   4.000  EACH|     850.00000       3400.00|     900.00000       3600.00|     975.00000        3900.00
  BREAKAWAY CABLE TERMINAL                |                            |                            |
     SECTION TOTALS                       |             $      7,500.00|             $      8,000.00|                $      8,700.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006   GROUP 10 GENERAL ITEMS
                                          |                            |                            |
0042 0001.10                1320.000  BDAY|       1.20000       1584.00|       1.30000       1716.00|       1.35000        1782.00
  BARRICADE, TYPE III                     |                            |                            |
0043 0001.30                 264.000  LDAY|       0.60000        158.40|       0.70000        184.80|       0.70000         184.80
  TYPE B HIGH INTENSITY WARNING LIGHT     |                            |                            |
0044 0001.90                1848.000  EACH|       0.75000       1386.00|       0.80000       1478.40|       0.85000        1570.80
  SIGN DAY                                |                            |                            |
0045 0030.10                          LUMP|     270.00000        270.00|     300.00000        300.00|     300.00000         300.00
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $      3,398.40|             $      3,679.20|                $      3,837.60
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    362,961.30|             $    420,936.20|                $    574,574.54
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