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Contract Letting August 01,  2002

 

                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 08/01/02
                                                                                                             PAGE : 2
                                                          VENDOR RANKING

     CALL ORDER   : F07                     CONTRACT ID : 3376                         COUNTIES : CUMING          THURSTON
     LETTING DATE : 08/01/02                DISTRICT    : 3
                                                                                           PROJECT(S) : EACSTPD-16-3(103)
     CONTRACT DESCRIPTION :
     N-16, SOUTHEAST OF PENDER.

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

  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   0880           CHRISTENSEN BROS., INC.                                                $    566,762.96     100.0000%
   2   0774           DIXON CONSTRUCTION CO.                                                 $    576,042.98     101.6373%
   3   0810           ELK HORN CONSTRUCTION CO.                                              $    577,303.14     101.8597%
   4   1742           HERBST CONSTRUCTION, INC.                                              $    593,750.20     104.7616%
   5   1809           CAPITAL CONTRACTORS, INC.                                              $    723,625.56     127.6769%
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 08/01/02
                                                                                                             PAGE : 3
                                                        TABULATION OF BIDS

     CALL ORDER   : F07                    CONTRACT ID : 3376                        COUNTIES : CUMING          THURSTON
     LETTING DATE : 08/01/02  1:30 PM       DISTRICT    : 3
                                                                                     PROJECT(S) : EACSTPD-16-3(103)



====================================================================================================================================
                                          |(1) 0880                    |(2) 0774                    |(3) 0810
                                          |CHRISTENSEN BROS., INC.     |DIXON CONSTRUCTION CO.      |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 L020.00                1942.000  m2  |       1.70000       3301.40|       1.60000       3107.20|       2.50000        4855.00
  EROSION CONTROL                         |                            |                            |
0002 L022.11                 359.900  m   |       7.80000       2807.22|       7.55000       2717.25|       8.00000        2879.20
  FABRIC SILT FENCE-LOW POROSITY          |                            |                            |
0003 0030.10                          LUMP|    3000.00000       3000.00|    2500.00000       2500.00|    2500.00000        2500.00
  MOBILIZATION                            |                            |                            |
0004 1000.00                   6.000  EACH|     100.00000        600.00|      95.00000        570.00|      95.00000         570.00
  LARGE TREE REMOVAL                      |                            |                            |
0005 1009.00                          LUMP|    3000.00000       3000.00|    2400.00000       2400.00|    2400.00000        2400.00
  GENERAL CLEARING AND GRUBBING           |                            |                            |
0006 1011.00                 136.000  kL  |      20.00000       2720.00|      20.00000       2720.00|      20.00000        2720.00
  WATER                                   |                            |                            |
0007 1012.00                  10.000  EACH|      75.00000        750.00|      75.00000        750.00|      75.00000         750.00
  RIGHT-OF-WAY MARKERS                    |                            |                            |
0008 1030.00                1936.000  m3  |       6.10000      11809.60|       6.00000      11616.00|       6.00000       11616.00
  EARTHWORK MEASURED IN EMBANKMENT        |                            |                            |
0009 1102.00                 446.000  m2  |       7.00000       3122.00|       6.50000       2899.00|       6.50000        2899.00
  REMOVE ASPHALT SURFACE                  |                            |                            |
0010 1300.48                  23.000  m   |     160.00000       3680.00|     150.00000       3450.00|     150.00000        3450.00
  1200 mm DRIVEWAY CULVERT PIPE           |                            |                            |
0011 6040.00                   1.000  EACH|    1000.00000       1000.00|    1000.00000       1000.00|     850.00000         850.00
  REMOVE STRUCTURE AT STA. 43+09 RT.      |                            |                            |
0012 7017.00                  79.000  m   |       8.00000        632.00|       7.59000        599.61|       9.00000         711.00
  REMOVE GUARDRAIL                        |                            |                            |
0013 9110.01                  10.000  HOUR|      40.00000        400.00|      95.00000        950.00|      75.00000         750.00
  RENTAL OF LOADER, FULLY OPERATED        |                            |                            |
0014 9110.03                  10.000  HOUR|      30.00000        300.00|      55.00000        550.00|      60.00000         600.00
  RENTAL OF DUMP TRUCK, FULLY OPERATED    |                            |                            |
0015 9110.06                  10.000  HOUR|      50.00000        500.00|      95.00000        950.00|      80.00000         800.00
  RENTAL OF BACKHOE, FULLY OPERATED       |                            |                            |
0016 9110.07                  10.000  HOUR|      30.00000        300.00|      55.00000        550.00|      60.00000         600.00
  RENTAL OF SKID LOADER, FULLY OPERATED   |                            |                            |
     SECTION TOTALS                       |             $     37,922.22|             $     37,329.06|                $     38,950.20
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002   GROUP 6 BRIDGE AT STA. 43+73.4
               2-10.515m & 1-14.02m SPANS PRESTRESSED IT-300 GIRDER BRIDGE
                                          |                            |                            |
0017 0030.60                          LUMP|   40000.00000      40000.00|   50000.00000      50000.00|   45000.00000       45000.00
  MOBILIZATION                            |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 08/01/02
                                                                                                             PAGE : 4
                                                        TABULATION OF BIDS

     CALL ORDER   : F07                    CONTRACT ID : 3376                        COUNTIES : CUMING          THURSTON
     LETTING DATE : 08/01/02  1:30 PM       DISTRICT    : 3
                                                                                     PROJECT(S) : EACSTPD-16-3(103)



====================================================================================================================================
                                          |(1) 0880                    |(2) 0774                    |(3) 0810
                                          |CHRISTENSEN BROS., INC.     |DIXON CONSTRUCTION CO.      |ELK HORN CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0018 1010.01                1203.000  m3  |       4.00000       4812.00|       2.62000       3151.86|       3.00000        3609.00
  EXCAVATION (ESTABLISHED QUANTITY)       |                            |                            |
0019 2020.50                 217.000  m2  |      60.00000      13020.00|      53.00000      11501.00|      57.00000       12369.00
  SURFACING                               |                            |                            |
0020 3050.15                 128.000  m3  |     220.00000      28160.00|     248.90000      31859.20|     240.00000       30720.00
  CONCRETE FOR PAVEMENT APPROACHES CLASS  |                            |                            |
  47BD-30                                 |                            |                            |
0021 3051.10                7650.000  kg  |       1.20000       9180.00|       1.21000       9256.50|       1.20000        9180.00
  EPOXY COATED REINFORCING STEEL FOR      |                            |                            |
  PAVEMENT APPROACHES                     |                            |                            |
0022 6000.10                  31.000  LS  |    5000.00000       5000.00|    5000.00000       5000.00|    5000.00000        5000.00
  ABUTMENT NO.1 EXCAVATION                |                            |                            |
0023 6000.11                  31.000  LS  |    5000.00000       5000.00|    5000.00000       5000.00|    5000.00000        5000.00
  ABUTMENT NO.2 EXCAVATION                |                            |                            |
0024 6001.50                  37.400  LS  |   17000.00000      17000.00|    7500.00000       7500.00|    8000.00000        8000.00
  BENT NO.1 EXCAVATION                    |                            |                            |
0025 6001.51                  37.400  LS  |   17000.00000      17000.00|    7500.00000       7500.00|    8000.00000        8000.00
  BENT NO.2 EXCAVATION                    |                            |                            |
0026 6010.22                 156.500  m3  |     320.00000      50080.00|     458.50000      71755.25|     500.00000       78250.00
  CLASS 47B-20 CONCRETE FOR BRIDGE        |                            |                            |
0027 6010.26                  86.800  m3  |     310.00000      26908.00|     458.50000      39797.80|     500.00000       43400.00
  CLASS 47BD-30 CONCRETE FOR BRIDGE       |                            |                            |
0028 6011.11                  64.300  LS  |   82000.00000      82000.00|   80000.00000      80000.00|   75000.00000       75000.00
  PRECAST/PRESTRESSED CONCRETE            |                            |                            |
  SUPERSTRUCTURE                          |                            |                            |
0029 6040.00                   1.000  EACH|   28000.00000      28000.00|   25000.00000      25000.00|   20000.00000       20000.00
  REMOVE STRUCTURE AT STA. 43+73.131      |                            |                            |
0030 6080.00                2070.000  kg  |       4.00000       8280.00|       4.40000       9108.00|       5.00000       10350.00
  STRUCTURAL STEEL FOR SUBSTRUCTURE       |                            |                            |
0031 6104.00                  50.000  Mg  |      20.00000       1000.00|      11.00000        550.00|      20.00000        1000.00
  BROKEN CONCRETE RIPRAP                  |                            |                            |
0032 6131.50               18370.000  kg  |       1.20000      22044.00|       1.21000      22227.70|       1.20000       22044.00
  EPOXY COATED REINFORCING STEEL          |                            |                            |
0033 6210.50                 640.800  m   |      80.00000      51264.00|      65.60000      42036.48|      78.00000       49982.40
  PIPE PILING                             |                            |                            |
0034 6310.00                 356.000  m2  |     135.00000      48060.00|     107.60000      38305.60|     120.00000       42720.00
  STEEL SHEET PILING                      |                            |                            |
0035 8091.00                 126.900  m3  |      27.00000       3426.30|      39.30000       4987.17|      25.00000        3172.50
  GRANULAR BACKFILL                       |                            |                            |
0036 9188.50                 323.000  m2  |      40.00000      12920.00|      55.00000      17765.00|      38.75000       12516.25
  SURFACING UNDER GUARDRAIL               |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 08/01/02
                                                                                                             PAGE : 5
                                                        TABULATION OF BIDS

     CALL ORDER   : F07                    CONTRACT ID : 3376                        COUNTIES : CUMING          THURSTON
     LETTING DATE : 08/01/02  1:30 PM       DISTRICT    : 3
                                                                                     PROJECT(S) : EACSTPD-16-3(103)



====================================================================================================================================
                                          |(1) 0880                    |(2) 0774                    |(3) 0810
                                          |CHRISTENSEN BROS., INC.     |DIXON CONSTRUCTION CO.      |ELK HORN CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
     SECTION TOTALS                       |             $    473,154.30|             $    482,301.56|                $    485,313.15
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003   GROUP 7 GUARDRAIL
                                          |                            |                            |
0037 0030.70                          LUMP|     500.00000        500.00|    1000.00000       1000.00|     430.00000         430.00
  MOBILIZATION                            |                            |                            |
0038 7011.20                  72.400  m   |      52.00000       3764.80|      41.69000       3018.36|      50.00000        3620.00
  W-BEAM GUARDRAIL                        |                            |                            |
0039 7020.00                   4.000  EACH|    1100.00000       4400.00|    1103.00000       4412.00|    1050.00000        4200.00
  BRIDGE APPROACH SECTIONS                |                            |                            |
0040 7024.27                   4.000  EACH|    1550.00000       6200.00|    1558.00000       6232.00|    1500.00000        6000.00
  GUARDRAIL END TREATMENT, TYPE II        |                            |                            |
     SECTION TOTALS                       |             $     14,864.80|             $     14,662.36|                $     14,250.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004   GROUP 10 GENERAL ITEMS
                                          |                            |                            |
0041 0001.10                1750.000  BDAY|       1.80000       3150.00|       1.00000       1750.00|       1.00000        1750.00
  BARRICADE, TYPE III                     |                            |                            |
0042 0001.30                 500.000  LDAY|       1.10000        550.00|       1.00000        500.00|       1.00000         500.00
  TYPE B HIGH INTENSITY WARNING LIGHT     |                            |                            |
0043 0001.90                3000.000  EACH|       0.55000       1650.00|       0.50000       1500.00|       0.50000        1500.00
  SIGN DAY                                |                            |                            |
0044 0010.04                   1.000  EACH|    3000.00000       3000.00|    1500.00000       1500.00|    2000.00000        2000.00
  FIELD OFFICE                            |                            |                            |
0045 0030.00                          LUMP|     500.00000        500.00|    2000.00000       2000.00|     500.00000         500.00
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $      8,850.00|             $      7,250.00|                $      6,250.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005   GROUP 11 TERO TAX
                                          |                            |                            |
0046 0024.00                          LUMP|   31971.64000      31971.64|   34500.00000      34500.00|   32539.79000       32539.79
  TRIBAL EMPLOYMENT RIGHTS OFFICE (TERO)  |                            |                            |
  TAX                                     |                            |                            |
     SECTION TOTALS                       |             $     31,971.64|             $     34,500.00|                $     32,539.79
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    566,762.96|             $    576,042.98|                $    577,303.14
====================================================================================================================================
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 08/01/02
                                                                                                             PAGE : 6
                                                        TABULATION OF BIDS

     CALL ORDER   : F07                    CONTRACT ID : 3376                        COUNTIES : CUMING          THURSTON
     LETTING DATE : 08/01/02  1:30 PM       DISTRICT    : 3
                                                                                     PROJECT(S) : EACSTPD-16-3(103)



====================================================================================================================================
                                          |(4) 1742                    |(5) 1809                    |
                                          |HERBST CONSTRUCTION, INC.   |CAPITAL CONTRACTORS, INC.   |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   GROUP 1 GRADING
                                          |                            |                            |
0001 L020.00                1942.000  m2  |       1.60000       3107.20|       1.60000       3107.20|
  EROSION CONTROL                         |                            |                            |
0002 L022.11                 359.900  m   |       7.55000       2717.25|       7.55000       2717.25|
  FABRIC SILT FENCE-LOW POROSITY          |                            |                            |
0003 0030.10                          LUMP|    3500.00000       3500.00|    2500.00000       2500.00|
  MOBILIZATION                            |                            |                            |
0004 1000.00                   6.000  EACH|     100.00000        600.00|      95.00000        570.00|
  LARGE TREE REMOVAL                      |                            |                            |
0005 1009.00                          LUMP|    2400.00000       2400.00|    2400.00000       2400.00|
  GENERAL CLEARING AND GRUBBING           |                            |                            |
0006 1011.00                 136.000  kL  |      20.00000       2720.00|      20.00000       2720.00|
  WATER                                   |                            |                            |
0007 1012.00                  10.000  EACH|      75.00000        750.00|      75.00000        750.00|
  RIGHT-OF-WAY MARKERS                    |                            |                            |
0008 1030.00                1936.000  m3  |       6.00000      11616.00|       6.00000      11616.00|
  EARTHWORK MEASURED IN EMBANKMENT        |                            |                            |
0009 1102.00                 446.000  m2  |       6.50000       2899.00|       6.50000       2899.00|
  REMOVE ASPHALT SURFACE                  |                            |                            |
0010 1300.48                  23.000  m   |     150.00000       3450.00|     150.00000       3450.00|
  1200 mm DRIVEWAY CULVERT PIPE           |                            |                            |
0011 6040.00                   1.000  EACH|    1000.00000       1000.00|     850.00000        850.00|
  REMOVE STRUCTURE AT STA. 43+09 RT.      |                            |                            |
0012 7017.00                  79.000  m   |       5.00000        395.00|       8.00000        632.00|
  REMOVE GUARDRAIL                        |                            |                            |
0013 9110.01                  10.000  HOUR|      70.00000        700.00|      70.00000        700.00|
  RENTAL OF LOADER, FULLY OPERATED        |                            |                            |
0014 9110.03                  10.000  HOUR|      65.00000        650.00|      55.00000        550.00|
  RENTAL OF DUMP TRUCK, FULLY OPERATED    |                            |                            |
0015 9110.06                  10.000  HOUR|      70.00000        700.00|     110.00000       1100.00|
  RENTAL OF BACKHOE, FULLY OPERATED       |                            |                            |
0016 9110.07                  10.000  HOUR|      55.00000        550.00|      50.00000        500.00|
  RENTAL OF SKID LOADER, FULLY OPERATED   |                            |                            |
     SECTION TOTALS                       |             $     37,754.45|             $     37,061.45|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002   GROUP 6 BRIDGE AT STA. 43+73.4
               2-10.515m & 1-14.02m SPANS PRESTRESSED IT-300 GIRDER BRIDGE
                                          |                            |                            |
0017 0030.60                          LUMP|   30000.00000      30000.00|   40000.00000      40000.00|
  MOBILIZATION                            |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 08/01/02
                                                                                                             PAGE : 7
                                                        TABULATION OF BIDS

     CALL ORDER   : F07                    CONTRACT ID : 3376                        COUNTIES : CUMING          THURSTON
     LETTING DATE : 08/01/02  1:30 PM       DISTRICT    : 3
                                                                                     PROJECT(S) : EACSTPD-16-3(103)



====================================================================================================================================
                                          |(4) 1742                    |(5) 1809                    |
                                          |HERBST CONSTRUCTION, INC.   |CAPITAL CONTRACTORS, INC.   |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0018 1010.01                1203.000  m3  |       6.50000       7819.50|       5.00000       6015.00|
  EXCAVATION (ESTABLISHED QUANTITY)       |                            |                            |
0019 2020.50                 217.000  m2  |      58.00000      12586.00|      57.00000      12369.00|
  SURFACING                               |                            |                            |
0020 3050.15                 128.000  m3  |     262.00000      33536.00|     320.00000      40960.00|
  CONCRETE FOR PAVEMENT APPROACHES CLASS  |                            |                            |
  47BD-30                                 |                            |                            |
0021 3051.10                7650.000  kg  |       1.25000       9562.50|       1.15000       8797.50|
  EPOXY COATED REINFORCING STEEL FOR      |                            |                            |
  PAVEMENT APPROACHES                     |                            |                            |
0022 6000.10                  31.000  LS  |    8000.00000       8000.00|   15000.00000      15000.00|
  ABUTMENT NO.1 EXCAVATION                |                            |                            |
0023 6000.11                  31.000  LS  |    8000.00000       8000.00|   15000.00000      15000.00|
  ABUTMENT NO.2 EXCAVATION                |                            |                            |
0024 6001.50                  37.400  LS  |   10000.00000      10000.00|   30000.00000      30000.00|
  BENT NO.1 EXCAVATION                    |                            |                            |
0025 6001.51                  37.400  LS  |   10000.00000      10000.00|   30000.00000      30000.00|
  BENT NO.2 EXCAVATION                    |                            |                            |
0026 6010.22                 156.500  m3  |     425.00000      66512.50|     375.00000      58687.50|
  CLASS 47B-20 CONCRETE FOR BRIDGE        |                            |                            |
0027 6010.26                  86.800  m3  |     425.00000      36890.00|     400.00000      34720.00|
  CLASS 47BD-30 CONCRETE FOR BRIDGE       |                            |                            |
0028 6011.11                  64.300  LS  |   86000.00000      86000.00|   80000.00000      80000.00|
  PRECAST/PRESTRESSED CONCRETE            |                            |                            |
  SUPERSTRUCTURE                          |                            |                            |
0029 6040.00                   1.000  EACH|   25000.00000      25000.00|   67140.00000      67140.00|
  REMOVE STRUCTURE AT STA. 43+73.131      |                            |                            |
0030 6080.00                2070.000  kg  |       5.50000      11385.00|       6.00000      12420.00|
  STRUCTURAL STEEL FOR SUBSTRUCTURE       |                            |                            |
0031 6104.00                  50.000  Mg  |      30.00000       1500.00|      50.00000       2500.00|
  BROKEN CONCRETE RIPRAP                  |                            |                            |
0032 6131.50               18370.000  kg  |       1.25000      22962.50|       1.15000      21125.50|
  EPOXY COATED REINFORCING STEEL          |                            |                            |
0033 6210.50                 640.800  m   |      90.00000      57672.00|      65.00000      41652.00|
  PIPE PILING                             |                            |                            |
0034 6310.00                 356.000  m2  |     124.00000      44144.00|     120.00000      42720.00|
  STEEL SHEET PILING                      |                            |                            |
0035 8091.00                 126.900  m3  |      35.00000       4441.50|      35.00000       4441.50|
  GRANULAR BACKFILL                       |                            |                            |
0036 9188.50                 323.000  m2  |      39.75000      12839.25|      38.75000      12516.25|
  SURFACING UNDER GUARDRAIL               |                            |                            |
                                                     NEBRASKA DEPARTMENT OF ROADS                             DATE : 08/01/02
                                                                                                             PAGE : 8
                                                        TABULATION OF BIDS

     CALL ORDER   : F07                    CONTRACT ID : 3376                        COUNTIES : CUMING          THURSTON
     LETTING DATE : 08/01/02  1:30 PM       DISTRICT    : 3
                                                                                     PROJECT(S) : EACSTPD-16-3(103)



====================================================================================================================================
                                          |(4) 1742                    |(5) 1809                    |
                                          |HERBST CONSTRUCTION, INC.   |CAPITAL CONTRACTORS, INC.   |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION           QUANTITY       |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
     SECTION TOTALS                       |             $    498,850.75|             $    576,064.25|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003   GROUP 7 GUARDRAIL
                                          |                            |                            |
0037 0030.70                          LUMP|    1100.00000       1100.00|     600.00000        600.00|
  MOBILIZATION                            |                            |                            |
0038 7011.20                  72.400  m   |      50.00000       3620.00|      41.69000       3018.36|
  W-BEAM GUARDRAIL                        |                            |                            |
0039 7020.00                   4.000  EACH|    1000.00000       4000.00|    1103.00000       4412.00|
  BRIDGE APPROACH SECTIONS                |                            |                            |
0040 7024.27                   4.000  EACH|    1400.00000       5600.00|    1558.00000       6232.00|
  GUARDRAIL END TREATMENT, TYPE II        |                            |                            |
     SECTION TOTALS                       |             $     14,320.00|             $     14,262.36|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004   GROUP 10 GENERAL ITEMS
                                          |                            |                            |
0041 0001.10                1750.000  BDAY|       1.00000       1750.00|       1.65000       2887.50|
  BARRICADE, TYPE III                     |                            |                            |
0042 0001.30                 500.000  LDAY|       1.00000        500.00|       1.00000        500.00|
  TYPE B HIGH INTENSITY WARNING LIGHT     |                            |                            |
0043 0001.90                3000.000  EACH|       0.60000       1800.00|       0.50000       1500.00|
  SIGN DAY                                |                            |                            |
0044 0010.04                   1.000  EACH|    2000.00000       2000.00|    3500.00000       3500.00|
  FIELD OFFICE                            |                            |                            |
0045 0030.00                          LUMP|     775.00000        775.00|    1015.00000       1015.00|
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $      6,825.00|             $      9,402.50|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005   GROUP 11 TERO TAX
                                          |                            |                            |
0046 0024.00                          LUMP|   36000.00000      36000.00|   86835.00000      86835.00|
  TRIBAL EMPLOYMENT RIGHTS OFFICE (TERO)  |                            |                            |
  TAX                                     |                            |                            |
     SECTION TOTALS                       |             $     36,000.00|             $     86,835.00|
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    593,750.20|             $    723,625.56|
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