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     LETTING DATE : 04/03/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 1
     LOCATION : RANDOLPH                                TABULATION OF BIDS
                PITTSTON
                                            CONTRACT ID : 007745.00                                     COMPLETION DATE : 08/20/02
                                                          =========
   PROJECT(S):  STP-7745(00)X           COUNTIE(S) : KENNEBEC                       MAINE STATE DEPARTMENT OF TRANSPORTATION
                STP-1063(400)X
                STP-1063(500)X                                                     A TRUE COPY : __________________________
                OTHERS
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  LEVEL 1 RESURFACING                                                           NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000059         PIKE INDUSTRIES, INC.                                                  $    824,596.90     100.0000%
   2   000403         PRATT & SONS INC.                                                      $    850,212.09     103.1064%
   3   000855         BRIDGECORP                                                             $    895,040.50     108.5428%
   4   000094         HARRY C CROOKER & SONS, INC.                                           $  1,049,214.59     127.2397%
====================================================================================================================================
                                          |(   1  ) 000059             |(   2  ) 000403             |(   3  ) 000855
                                          |PIKE INDUSTRIES, INC.       |PRATT & SONS INC.           |BRIDGECORP
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 201.23                    1.000  EA  |     500.00000        500.00|     500.00000        500.00|    1200.00000        1200.00
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0020 201.24                    3.000  EA  |     500.00000       1500.00|     175.00000        525.00|     200.00000         600.00
  REMOVING STUMP                          |                            |                            |
0030 202.202               10375.000  M2  |       1.50000      15562.50|       2.60000      26975.00|       2.35000       24381.25
  REMOVING PAVEMENT SURFACE               |                            |                            |
0040 202.203                1145.000  M2  |      18.00000      20610.00|      15.00000      17175.00|      10.00000       11450.00
  PAVEMENT BUTT JOINTS                    |                            |                            |
0050 204.41                 5061.000  M2  |       3.50000      17713.50|       5.60000      28341.60|       2.80000       14170.80
  REHABILITATION OF EXISTING SHOULDERS,   |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0060 205.51                   50.000  M2  |      20.00000       1000.00|      14.00000        700.00|      20.00000        1000.00
  WIDENING OF EXISTING SHOULDER           |                            |                            |
0070 304.103                 505.000  M3  |      35.00000      17675.00|      38.00000      19190.00|      10.00000        5050.00
  AGGREGATE SUBBASE - GRAVEL (TRUCK       |                            |                            |
  MEASURE)                                |                            |                            |
0080 403.207                  60.000  MG  |      50.00000       3000.00|     105.00000       6300.00|      50.00000        3000.00
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0090 403.209                 307.000  MG  |      90.00000      27630.00|     105.00000      32235.00|     100.00000       30700.00
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0100 403.210                4800.000  MG  |      38.00000     182400.00|      43.00000     206400.00|      38.00000      182400.00
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
     LETTING DATE : 04/03/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 2
     LOCATION : RANDOLPH                                TABULATION OF BIDS
                PITTSTON
                                            CONTRACT ID : 007745.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000059             |(   2   ) 000403            |(   3  ) 000855
                                          |PIKE INDUSTRIES, INC.       |PRATT & SONS INC.           |BRIDGECORP
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 403.211                1660.000  MG  |      38.00000      63080.00|      50.00000      83000.00|      38.00000       63080.00
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0120 409.15                 5250.000  L   |       1.20000       6300.00|       1.50000       7875.00|       1.00000        5250.00
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0130 411.10                  130.000  M3  |      45.00000       5850.00|      57.00000       7410.00|      70.00000        9100.00
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0140 509.19                 6300.000  LS  |  150000.00000     150000.00|   95000.00000      95000.00|   98000.00000       98000.00
  ALUMINUM ALLOY STRUCTURAL PLATE PIPE    |                            |                            |
  ARCH                                    |                            |                            |
0150 603.16                   12.200  M   |      90.00000       1098.00|      43.00000        524.60|      60.00000         732.00
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0160 603.17                   18.300  M   |     110.00000       2013.00|      49.00000        896.70|      75.00000        1372.50
  450 MM CULVERT PIPE OPTION I            |                            |                            |
0170 603.179                  25.000  M   |     240.00000       6000.00|     280.00000       7000.00|     200.00000        5000.00
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0180 603.199                   5.000  M   |     310.00000       1550.00|     470.00000       2350.00|     275.00000        1375.00
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0190 603.209                  19.500  M   |     250.00000       4875.00|     255.00000       4972.50|     250.00000        4875.00
  750 MM CULVERT PIPE OPTION III          |                            |                            |
0200 603.73                   21.000  M   |      80.00000       1680.00|     107.00000       2247.00|      10.00000         210.00
  REMOVE AND RELAY METAL PIPE             |                            |                            |
0210 603.80                    1.000  EA  |     350.00000        350.00|     350.00000        350.00|     450.00000         450.00
  600 MM INLET GRATE UNIT                 |                            |                            |
0220 604.166                   4.000  EA  |    1300.00000       5200.00|    1500.00000       6000.00|     950.00000        3800.00
  REBUILDING MANHOLE                      |                            |                            |
0230 604.18                   34.000  EA  |     300.00000      10200.00|     350.00000      11900.00|     450.00000       15300.00
  ADJUSTING MANHOLE OR CATCH BASIN TO     |                            |                            |
  GRADE                                   |                            |                            |
0240 605.09                  100.000  M   |      60.00000       6000.00|      85.00000       8500.00|     100.00000       10000.00
  150 MM UNDERDRAIN TYPE B                |                            |                            |
0250 605.10                   10.000  M   |      65.00000        650.00|      65.00000        650.00|      65.00000         650.00
  150 MM UNDERDRAIN OUTLET                |                            |                            |
0260 606.17                   38.100  M   |      33.00000       1257.30|      33.00000       1257.30|      40.00000        1524.00
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0270 606.35                   11.000  EA  |      30.00000        330.00|      26.00000        286.00|      30.00000         330.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
0280 606.47                   25.000  EA  |      30.00000        750.00|      26.00000        650.00|      30.00000         750.00
  SINGLE WOOD POST                        |                            |                            |
0290 606.752                   4.000  EA  |    1000.00000       4000.00|     650.00000       2600.00|    1200.00000        4800.00
  WIDEN SHOULDER FOR MODIFIED ECCENTRIC   |                            |                            |
  LOADER TERMINAL                         |                            |                            |
     LETTING DATE : 04/03/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 3
     LOCATION : RANDOLPH                                TABULATION OF BIDS
                PITTSTON
                                            CONTRACT ID : 007745.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000059             |(   2   ) 000403            |(   3  ) 000855
                                          |PIKE INDUSTRIES, INC.       |PRATT & SONS INC.           |BRIDGECORP
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 606.76                    4.000  EA  |    1400.00000       5600.00|    1500.00000       6000.00|    1600.00000        6400.00
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0310 609.237                  37.000  EA  |     350.00000      12950.00|     280.00000      10360.00|     100.00000        3700.00
  TERMINAL CURB TYPE 1 - 2.1 METER        |                            |                            |
0320 609.31                  955.000  M   |      14.00000      13370.00|      22.00000      21010.00|      15.00000       14325.00
  CURB TYPE 3                             |                            |                            |
0330 610.08                  125.000  M3  |      70.00000       8750.00|     140.00000      17500.00|      95.00000       11875.00
  PLAIN RIPRAP                            |                            |                            |
0340 610.18                   70.000  M3  |      70.00000       4900.00|      52.00000       3640.00|      75.00000        5250.00
  STONE DITCH PROTECTION                  |                            |                            |
0350 613.319                3510.000  M2  |       1.25000       4387.50|       1.70000       5967.00|       2.00000        7020.00
  EROSION CONTROL BLANKET                 |                            |                            |
0360 618.1401                197.500  UN  |      13.00000       2567.50|      13.20000       2607.00|      24.00000        4740.00
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0370 619.1201                197.500  UN  |       7.00000       1382.50|       6.90000       1362.75|      12.00000        2370.00
  MULCH - PLAN QUANTITY                   |                            |                            |
0380 620.58                  660.000  M2  |       1.75000       1155.00|       2.10000       1386.00|       4.00000        2640.00
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0390 627.711                7977.000  M   |       0.30000       2393.10|       0.32000       2552.64|       0.35000        2791.95
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE (PLAN QUANTITY )           |                            |                            |
0400 627.75                   12.000  M2  |      16.00000        192.00|      18.00000        216.00|      19.00000         228.00
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
0410 627.76                           LUMP|    3000.00000       3000.00|    3800.00000       3800.00|    3500.00000        3500.00
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0420 629.05                   60.000  MH  |      25.00000       1500.00|      35.50000       2130.00|      20.00000        1200.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0430 631.12                  240.000  HR  |     115.00000      27600.00|     111.00000      26640.00|     100.00000       24000.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0440 631.172                 430.000  HR  |      50.00000      21500.00|      42.00000      18060.00|      50.00000       21500.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0450 631.18                   15.000  HR  |      45.00000        675.00|      38.00000        570.00|      30.00000         450.00
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0460 631.32                   40.000  HR  |     200.00000       8000.00|     165.00000       6600.00|     100.00000        4000.00
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0470 639.19                    1.000  EA  |    5000.00000       5000.00|    4000.00000       4000.00|    5000.00000        5000.00
  FIELD OFFICE TYPE B                     |                            |                            |
0480 652.39                           LUMP|   65000.00000      65000.00|   40000.00000      40000.00|   50000.00000       50000.00
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
     LETTING DATE : 04/03/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 4
     LOCATION : RANDOLPH                                TABULATION OF BIDS
                PITTSTON
                                            CONTRACT ID : 007745.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000059             |(   2   ) 000403            |(   3  ) 000855
                                          |PIKE INDUSTRIES, INC.       |PRATT & SONS INC.           |BRIDGECORP
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0490 656.75                           LUMP|   12250.00000      12250.00|   12000.00000      12000.00|    8500.00000        8500.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0500 659.10                           LUMP|   63650.00000      63650.00|   82000.00000      82000.00|  215000.00000      215000.00
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $    824,596.90|             $    850,212.09|              $    895,040.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    824,596.90|             $    850,212.09|              $    895,040.50
====================================================================================================================================
     LETTING DATE : 04/03/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 5
     LOCATION : RANDOLPH                                TABULATION OF BIDS
                PITTSTON
                                            CONTRACT ID : 007745.00
                                                          =========
====================================================================================================================================
                                          |(   4  ) 000094             |(       )                   |(      )
                                          |HARRY C CROOKER & SONS, INC |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 201.23                    1.000  EA  |     500.00000        500.00|                            |
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0020 201.24                    3.000  EA  |     175.00000        525.00|                            |
  REMOVING STUMP                          |                            |                            |
0030 202.202               10375.000  M2  |       1.67000      17326.25|                            |
  REMOVING PAVEMENT SURFACE               |                            |                            |
0040 202.203                1145.000  M2  |      27.32000      31281.40|                            |
  PAVEMENT BUTT JOINTS                    |                            |                            |
0050 204.41                 5061.000  M2  |       6.31000      31934.91|                            |
  REHABILITATION OF EXISTING SHOULDERS,   |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0060 205.51                   50.000  M2  |      14.40000        720.00|                            |
  WIDENING OF EXISTING SHOULDER           |                            |                            |
0070 304.103                 505.000  M3  |      42.93000      21679.65|                            |
  AGGREGATE SUBBASE - GRAVEL (TRUCK       |                            |                            |
  MEASURE)                                |                            |                            |
0080 403.207                  60.000  MG  |      82.50000       4950.00|                            |
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0090 403.209                 307.000  MG  |     104.59000      32109.13|                            |
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0100 403.210                4800.000  MG  |      49.50000     237600.00|                            |
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0110 403.211                1660.000  MG  |      41.91000      69570.60|                            |
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0120 409.15                 5250.000  L   |       1.30000       6825.00|                            |
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0130 411.10                  130.000  M3  |      65.38000       8499.40|                            |
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0140 509.19                 6300.000  LS  |  109250.00000     109250.00|                            |
  ALUMINUM ALLOY STRUCTURAL PLATE PIPE    |                            |                            |
  ARCH                                    |                            |                            |
0150 603.16                   12.200  M   |      42.98000        524.36|                            |
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0160 603.17                   18.300  M   |      49.18000        899.99|                            |
  450 MM CULVERT PIPE OPTION I            |                            |                            |
0170 603.179                  25.000  M   |     280.01000       7000.25|                            |
  450 MM CULVERT PIPE OPTION III          |                            |                            |
     LETTING DATE : 04/03/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 6
     LOCATION : RANDOLPH                                TABULATION OF BIDS
                PITTSTON
                                            CONTRACT ID : 007745.00
                                                          =========
====================================================================================================================================
                                          |(   4  ) 000094             |(       )                   |(      )
                                          |HARRY C CROOKER & SONS, INC |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0180 603.199                   5.000  M   |     472.32000       2361.60|                            |
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0190 603.209                  19.500  M   |     255.02000       4972.89|                            |
  750 MM CULVERT PIPE OPTION III          |                            |                            |
0200 603.73                   21.000  M   |     106.98000       2246.58|                            |
  REMOVE AND RELAY METAL PIPE             |                            |                            |
0210 603.80                    1.000  EA  |     350.00000        350.00|                            |
  600 MM INLET GRATE UNIT                 |                            |                            |
0220 604.166                   4.000  EA  |    1500.00000       6000.00|                            |
  REBUILDING MANHOLE                      |                            |                            |
0230 604.18                   34.000  EA  |     400.00000      13600.00|                            |
  ADJUSTING MANHOLE OR CATCH BASIN TO     |                            |                            |
  GRADE                                   |                            |                            |
0240 605.09                  100.000  M   |      85.28000       8528.00|                            |
  150 MM UNDERDRAIN TYPE B                |                            |                            |
0250 605.10                   10.000  M   |      64.98000        649.80|                            |
  150 MM UNDERDRAIN OUTLET                |                            |                            |
0260 606.17                   38.100  M   |      32.61000       1242.44|                            |
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0270 606.35                   11.000  EA  |      25.00000        275.00|                            |
  GUARDRAIL DELINEATOR POST               |                            |                            |
0280 606.47                   25.000  EA  |      25.00000        625.00|                            |
  SINGLE WOOD POST                        |                            |                            |
0290 606.752                   4.000  EA  |     650.00000       2600.00|                            |
  WIDEN SHOULDER FOR MODIFIED ECCENTRIC   |                            |                            |
  LOADER TERMINAL                         |                            |                            |
0300 606.76                    4.000  EA  |    1350.00000       5400.00|                            |
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0310 609.237                  37.000  EA  |     320.00000      11840.00|                            |
  TERMINAL CURB TYPE 1 - 2.1 METER        |                            |                            |
0320 609.31                  955.000  M   |      18.50000      17667.50|                            |
  CURB TYPE 3                             |                            |                            |
0330 610.08                  125.000  M3  |     140.00000      17500.00|                            |
  PLAIN RIPRAP                            |                            |                            |
0340 610.18                   70.000  M3  |      52.00000       3640.00|                            |
  STONE DITCH PROTECTION                  |                            |                            |
0350 613.319                3510.000  M2  |       1.70000       5967.00|                            |
  EROSION CONTROL BLANKET                 |                            |                            |
0360 618.1401                197.500  UN  |      12.30000       2429.25|                            |
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0370 619.1201                197.500  UN  |       6.25000       1234.38|                            |
  MULCH - PLAN QUANTITY                   |                            |                            |
     LETTING DATE : 04/03/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 7
     LOCATION : RANDOLPH                                TABULATION OF BIDS
                PITTSTON
                                            CONTRACT ID : 007745.00
                                                          =========
====================================================================================================================================
                                          |(   4  ) 000094             |(       )                   |(      )
                                          |HARRY C CROOKER & SONS, INC |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0380 620.58                  660.000  M2  |       2.10000       1386.00|                            |
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0390 627.711                7977.000  M   |       0.33000       2632.41|                            |
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE (PLAN QUANTITY )           |                            |                            |
0400 627.75                   12.000  M2  |      32.40000        388.80|                            |
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
0410 627.76                           LUMP|    6000.00000       6000.00|                            |
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0420 629.05                   60.000  MH  |      35.50000       2130.00|                            |
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0430 631.12                  240.000  HR  |     111.00000      26640.00|                            |
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0440 631.172                 430.000  HR  |      42.00000      18060.00|                            |
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0450 631.18                   15.000  HR  |      38.00000        570.00|                            |
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0460 631.32                   40.000  HR  |     165.00000       6600.00|                            |
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0470 639.19                    1.000  EA  |    3500.00000       3500.00|                            |
  FIELD OFFICE TYPE B                     |                            |                            |
0480 652.39                           LUMP|  144982.00000     144982.00|                            |
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0490 656.75                           LUMP|   12000.00000      12000.00|                            |
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0500 659.10                           LUMP|  134000.00000     134000.00|                            |
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $  1,049,214.59|             $          0.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  1,049,214.59|             $          0.00|              $
====================================================================================================================================