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     LETTING DATE : 06/05/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 1
     LOCATION : AUBURN                                  TABULATION OF BIDS
                                            CONTRACT ID : 008815.00                                     COMPLETION DATE : 06/06/03
                                                          =========
   PROJECT(S):  STP-8815(00)X           COUNTIE(S) : ANDROSCOGGIN                   MAINE STATE DEPARTMENT OF TRANSPORTATION
                STP-8817(00)X
                STP-1068(800)X                                                     A TRUE COPY : __________________________
                OTHERS
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  HIGHWAY IMPROVEMENTS AND HIGHWAY RESURFACING                                  NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000403         PRATT & SONS INC.                                                      $  1,363,737.79     100.0000%
   2   000164         C P M CONSTRUCTORS                                                     $  1,408,987.25     103.3180%
   3   000416         T BUCK CONSTRUCTION INC.                                               $  1,473,301.61     108.0341%
   4   000855         BRIDGECORP                                                             $  1,684,162.13     123.4960%
====================================================================================================================================
                                          |(   1  ) 000403             |(   2  ) 000164             |(   3  ) 000416
                                          |PRATT & SONS INC.           |C P M CONSTRUCTORS          |T BUCK CONSTRUCTION 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                    3.000  EA  |     530.00000       1590.00|     500.00000       1500.00|     300.00000         900.00
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0020 201.24                    2.000  EA  |     175.00000        350.00|     300.00000        600.00|     200.00000         400.00
  REMOVING STUMP                          |                            |                            |
0030 202.203                2034.000  M2  |      26.50000      53901.00|      25.00000      50850.00|      25.00000       50850.00
  PAVEMENT BUTT JOINTS                    |                            |                            |
0040 203.20                 7970.000  M3  |      10.00000      79700.00|      13.00000     103610.00|      13.35000      106399.50
  COMMON EXCAVATION                       |                            |                            |
0050 203.25                  300.000  M3  |      25.00000       7500.00|      22.00000       6600.00|      21.60000        6480.00
  GRANULAR BORROW                         |                            |                            |
0060 206.061                  10.000  M3  |      14.00000        140.00|      30.00000        300.00|      25.00000         250.00
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                            |                            |
  AND MINOR STRUCTURES, BELOW GRADE       |                            |                            |
  Underdrain & Minor Structures           |                            |                            |
0070 304.10                 7900.000  M3  |      21.00000     165900.00|      18.00000     142200.00|      20.90000      165110.00
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0080 307.32                 5330.000  M2  |       2.70000      14391.00|       2.75000      14657.50|       2.90000       15457.00
  COLD IN-PLACE RECYCLED MATERIAL         |                            |                            |
  (UNTREATED) TRAVELWAY                   |                            |                            |
0090 403.207                2005.000  MG  |      42.00000      84210.00|      40.00000      80200.00|      40.00000       80200.00
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0100 403.208                2222.000  MG  |      47.00000     104434.00|      45.00000      99990.00|      45.00000       99990.00
  HOT MIX ASPHALT 12.5 MM, SURFACE        |                            |                            |
     LETTING DATE : 06/05/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 2
     LOCATION : AUBURN                                  TABULATION OF BIDS
                                            CONTRACT ID : 008815.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000403             |(   2   ) 000164            |(   3  ) 000416
                                          |PRATT & SONS INC.           |C P M CONSTRUCTORS          |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 403.209                 295.000  MG  |     103.00000      30385.00|      93.50000      27582.50|     100.00000       29500.00
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0120 403.210                1950.000  MG  |      42.00000      81900.00|      40.00000      78000.00|      40.00000       78000.00
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0130 403.211                1090.000  MG  |      42.00000      45780.00|      40.00000      43600.00|      40.00000       43600.00
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0140 403.213                 440.000  MG  |      47.00000      20680.00|      45.00000      19800.00|      45.00000       19800.00
  HOT MIX ASPHALT 12.5 MM, BASE           |                            |                            |
0150 409.15                 2830.000  L   |       1.30000       3679.00|       1.25000       3537.50|       1.25000        3537.50
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0160 411.10                   25.000  M3  |      40.00000       1000.00|      40.00000       1000.00|      20.00000         500.00
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0170 601.22                  276.000  M3  |     140.00000      38640.00|     200.00000      55200.00|     170.00000       46920.00
  GABIONS, PVC COATED                     |                            |                            |
0180 603.159                  34.000  M   |     248.00000       8432.00|     175.00000       5950.00|     345.00000       11730.00
  300 MM CULVERT PIPE OPTION III          |                            |                            |
0190 603.16                   40.000  M   |      51.00000       2040.00|      50.00000       2000.00|      82.50000        3300.00
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0200 603.179                 150.000  M   |     132.00000      19800.00|     125.00000      18750.00|     145.00000       21750.00
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0210 603.195                  10.000  M   |    1200.00000      12000.00|     800.00000       8000.00|     830.00000        8300.00
  600 MM RCP CLASS III                    |                            |                            |
0220 604.092                  15.000  EA  |    1985.00000      29775.00|    2200.00000      33000.00|    2320.00000       34800.00
  CATCH BASIN TYPE B1-C                   |                            |                            |
0230 604.14                    1.000  EA  |    1400.00000       1400.00|    2000.00000       2000.00|    2000.00000        2000.00
  750 MM CATCH BASIN TYPE E               |                            |                            |
0240 604.166                   2.000  EA  |    1400.00000       2800.00|    1000.00000       2000.00|    1000.00000        2000.00
  REBUILDING MANHOLE                      |                            |                            |
0250 604.18                   16.000  EA  |     365.00000       5840.00|     350.00000       5600.00|     350.00000        5600.00
  ADJUSTING MANHOLE OR CATCH BASIN TO     |                            |                            |
  GRADE                                   |                            |                            |
0260 604.182                   1.000  EA  |      85.00000         85.00|     300.00000        300.00|     200.00000         200.00
  CLEAN EXISTING CATCH BASIN AND MANHOLE  |                            |                            |
0270 604.26                    3.400  EA  |    2000.00000       6800.00|    2200.00000       7480.00|    2080.00000        7072.00
  CATCH BASIN TYPE B5                     |                            |                            |
0280 604.262                   3.400  EA  |    2000.00000       6800.00|    2200.00000       7480.00|    2080.00000        7072.00
  CATCH BASIN TYPE B5-C                   |                            |                            |
0290 605.09                  991.000  M   |      81.00000      80271.00|      75.00000      74325.00|      74.00000       73334.00
  150 MM UNDERDRAIN TYPE B                |                            |                            |
     LETTING DATE : 06/05/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 3
     LOCATION : AUBURN                                  TABULATION OF BIDS
                                            CONTRACT ID : 008815.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000403             |(   2   ) 000164            |(   3  ) 000416
                                          |PRATT & SONS INC.           |C P M CONSTRUCTORS          |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 605.10                   12.000  M   |      75.00000        900.00|      75.00000        900.00|     210.00000        2520.00
  150 MM UNDERDRAIN OUTLET                |                            |                            |
0310 605.11                  585.000  M   |      89.00000      52065.00|     100.00000      58500.00|      92.50000       54112.50
  300 MM UNDERDRAIN TYPE C                |                            |                            |
0320 605.12                  633.000  M   |      92.00000      58236.00|     105.00000      66465.00|     103.00000       65199.00
  375 MM UNDERDRAIN TYPE C                |                            |                            |
0330 605.13                  140.000  M   |     106.00000      14840.00|     120.00000      16800.00|     130.00000       18200.00
  450 MM UNDERDRAIN TYPE C                |                            |                            |
0340 606.35                   18.000  EA  |      32.00000        576.00|      30.00000        540.00|      30.00000         540.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
0350 606.47                   20.000  EA  |      37.00000        740.00|      35.00000        700.00|      35.00000         700.00
  SINGLE WOOD POST                        |                            |                            |
0360 606.55                  125.730  M   |      34.00000       4274.82|      32.00000       4023.36|      32.50000        4086.23
  GUARDRAIL TYPE 3 - SINGLE RAIL          |                            |                            |
0370 606.59                   15.240  M   |      37.50000        571.50|      35.50000        541.02|      35.50000         541.02
  GUARDRAIL TYPE 3 - 4.5 M RADIUS AND LES |                            |                            |
0380 606.60                   11.430  M   |      37.50000        428.63|      35.50000        405.77|      35.50000         405.77
  GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU |                            |                            |
0390 606.752                   1.000  EA  |     650.00000        650.00|    1200.00000       1200.00|     600.00000         600.00
  WIDEN SHOULDER FOR MODIFIED ECCENTRIC   |                            |                            |
  LOADER TERMINAL                         |                            |                            |
0400 606.76                    1.000  EA  |    1500.00000       1500.00|    1400.00000       1400.00|    1400.00000        1400.00
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0410 609.31                 1636.000  M   |      18.00000      29448.00|       9.84000      16098.24|      12.00000       19632.00
  CURB TYPE 3                             |                            |                            |
0420 610.08                  228.000  M3  |      51.00000      11628.00|      55.00000      12540.00|      45.00000       10260.00
  PLAIN RIPRAP                            |                            |                            |
0430 612.06                  540.000  M2  |       3.80000       2052.00|       3.55000       1917.00|       3.55000        1917.00
  BITUMINOUS SEALING - BLACK              |                            |                            |
0440 615.07                  860.000  M3  |      22.00000      18920.00|      45.00000      38700.00|      30.00000       25800.00
  LOAM                                    |                            |                            |
0450 618.1301                 58.300  UN  |      29.00000       1690.70|      28.00000       1632.40|      28.00000        1632.40
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0460 618.1401                 55.900  UN  |      15.00000        838.50|      14.35000        802.17|      14.35000         802.17
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0470 619.1201                114.200  UN  |       8.00000        913.60|       7.45000        850.79|       7.45000         850.79
  MULCH - PLAN QUANTITY                   |                            |                            |
0480 620.54                 3700.000  M2  |       2.00000       7400.00|       1.25000       4625.00|       1.80000        6660.00
  STABILIZATION GEOTEXTILE                |                            |                            |
0490 620.58                  585.000  M2  |       1.70000        994.50|       2.00000       1170.00|       2.20000        1287.00
  EROSION CONTROL GEOTEXTILE              |                            |                            |
     LETTING DATE : 06/05/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 4
     LOCATION : AUBURN                                  TABULATION OF BIDS
                                            CONTRACT ID : 008815.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000403             |(   2   ) 000164            |(   3  ) 000416
                                          |PRATT & SONS INC.           |C P M CONSTRUCTORS          |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0500 621.273                   2.000  EA  |     390.00000        780.00|     350.00000        700.00|     375.00000         750.00
  LARGE DECIDUOUS TREE (50 MM - 65 MM     |                            |                            |
  CALIPER) GROUP A                        |                            |                            |
0510 621.54                   11.000  EA  |     130.00000       1430.00|      65.00000        715.00|     125.00000        1375.00
  DECIDUOUS SHRUBS (450 MM - 600 MM)      |                            |                            |
  GROUP A                                 |                            |                            |
0520 627.711                9881.000  M   |       0.34000       3359.54|       0.50000       4940.50|       0.33000        3260.73
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE (PLAN QUANTITY )           |                            |                            |
0530 627.75                    5.000  M2  |     112.00000        560.00|      14.50000         72.50|     107.60000         538.00
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
0540 627.76                           LUMP|    5100.00000       5100.00|       1.00000          1.00|    4800.00000        4800.00
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0550 629.05                   70.000  MH  |      35.20000       2464.00|      25.00000       1750.00|      20.50000        1435.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0560 631.12                   50.000  HR  |      99.00000       4950.00|      80.00000       4000.00|      70.00000        3500.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0570 631.14                   20.000  HR  |     160.00000       3200.00|     100.00000       2000.00|     120.00000        2400.00
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0580 631.172                  50.000  HR  |      47.00000       2350.00|      45.00000       2250.00|      50.00000        2500.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0590 631.20                   14.000  HR  |     120.00000       1680.00|     125.00000       1750.00|      85.00000        1190.00
  STUMP CHIPPER (INCLUDING OPERATOR)      |                            |                            |
0600 631.21                    8.000  HR  |      55.00000        440.00|      70.00000        560.00|      95.00000         760.00
  ROAD BROOM (INCLUDING OPERATORS AND     |                            |                            |
  HAULER)                                 |                            |                            |
0610 631.32                   10.000  HR  |     165.00000       1650.00|     150.00000       1500.00|      95.00000         950.00
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0620 636.61                   20.000  M2  |     315.00000       6300.00|     300.00000       6000.00|     340.00000        6800.00
  SEGMENTAL RETAINING WALL - SUPPLIER     |                            |                            |
  DESIGN                                  |                            |                            |
0630 637.071                          LUMP|    3300.00000       3300.00|   10000.00000      10000.00|   26750.00000       26750.00
  DUST CONTROL                            |                            |                            |
0640 639.18                    1.000  EA  |    6600.00000       6600.00|    7000.00000       7000.00|   11500.00000       11500.00
  FIELD OFFICE TYPE A                     |                            |                            |
0650 652.31                   31.000  EA  |      50.00000       1550.00|      45.00000       1395.00|     115.00000        3565.00
  TYPE I BARRICADE                        |                            |                            |
0660 652.311                   6.000  EA  |      50.00000        300.00|      50.00000        300.00|      85.00000         510.00
  TYPE II BARRICADE                       |                            |                            |
     LETTING DATE : 06/05/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 5
     LOCATION : AUBURN                                  TABULATION OF BIDS
                                            CONTRACT ID : 008815.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000403             |(   2   ) 000164            |(   3  ) 000416
                                          |PRATT & SONS INC.           |C P M CONSTRUCTORS          |T BUCK CONSTRUCTION INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0670 652.33                   55.000  EA  |      69.00000       3795.00|      50.00000       2750.00|      75.00000        4125.00
  DRUM                                    |                            |                            |
0680 652.34                  140.000  EA  |      14.00000       1960.00|      16.00000       2240.00|      20.00000        2800.00
  CONE                                    |                            |                            |
0690 652.35                  197.000  M2  |     107.00000      21079.00|      90.00000      17730.00|     135.00000       26595.00
  CONSTRUCTION SIGNS                      |                            |                            |
0700 652.361                 250.000  LS  |    7500.00000       7500.00|   33000.00000      33000.00|   32000.00000       32000.00
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0710 652.38                 4300.000  MH  |      15.00000      64500.00|       8.00000      34400.00|      15.00000       64500.00
  FLAGGER                                 |                            |                            |
0720 656.75                           LUMP|   15000.00000      15000.00|   10000.00000      10000.00|   13500.00000       13500.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0730 659.10                           LUMP|   84000.00000      84000.00|  138000.00000     138000.00|  114000.00000      114000.00
  MOBILIZATION                            |                            |                            |
0740 660.21                 1000.000  MH  |       1.00000       1000.00|       0.01000         10.00|       1.00000        1000.00
  ON-THE-JOB TRAINING (BID)               |                            |                            |
     SECTION TOTALS                       |             $  1,363,737.79|             $  1,408,987.25|              $  1,473,301.61
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  1,363,737.79|             $  1,408,987.25|              $  1,473,301.61
====================================================================================================================================
     LETTING DATE : 06/05/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 6
     LOCATION : AUBURN                                  TABULATION OF BIDS
                                            CONTRACT ID : 008815.00
                                                          =========
====================================================================================================================================
                                          |(   4  ) 000855             |(       )                   |(      )
                                          |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                    3.000  EA  |    2800.00000       8400.00|                            |
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0020 201.24                    2.000  EA  |     300.00000        600.00|                            |
  REMOVING STUMP                          |                            |                            |
0030 202.203                2034.000  M2  |      16.00000      32544.00|                            |
  PAVEMENT BUTT JOINTS                    |                            |                            |
0040 203.20                 7970.000  M3  |      16.00000     127520.00|                            |
  COMMON EXCAVATION                       |                            |                            |
0050 203.25                  300.000  M3  |      20.00000       6000.00|                            |
  GRANULAR BORROW                         |                            |                            |
0060 206.061                  10.000  M3  |      25.00000        250.00|                            |
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                            |                            |
  AND MINOR STRUCTURES, BELOW GRADE       |                            |                            |
  Underdrain & Minor Structures           |                            |                            |
0070 304.10                 7900.000  M3  |      25.00000     197500.00|                            |
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0080 307.32                 5330.000  M2  |       3.30000      17589.00|                            |
  COLD IN-PLACE RECYCLED MATERIAL         |                            |                            |
  (UNTREATED) TRAVELWAY                   |                            |                            |
0090 403.207                2005.000  MG  |      40.00000      80200.00|                            |
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0100 403.208                2222.000  MG  |      45.00000      99990.00|                            |
  HOT MIX ASPHALT 12.5 MM, SURFACE        |                            |                            |
0110 403.209                 295.000  MG  |     125.00000      36875.00|                            |
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0120 403.210                1950.000  MG  |      40.00000      78000.00|                            |
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0130 403.211                1090.000  MG  |      40.00000      43600.00|                            |
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0140 403.213                 440.000  MG  |      45.00000      19800.00|                            |
  HOT MIX ASPHALT 12.5 MM, BASE           |                            |                            |
0150 409.15                 2830.000  L   |       1.50000       4245.00|                            |
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0160 411.10                   25.000  M3  |      60.00000       1500.00|                            |
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0170 601.22                  276.000  M3  |     200.00000      55200.00|                            |
  GABIONS, PVC COATED                     |                            |                            |
     LETTING DATE : 06/05/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 7
     LOCATION : AUBURN                                  TABULATION OF BIDS
                                            CONTRACT ID : 008815.00
                                                          =========
====================================================================================================================================
                                          |(   4  ) 000855             |(       )                   |(      )
                                          |BRIDGECORP                  |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0180 603.159                  34.000  M   |     250.00000       8500.00|                            |
  300 MM CULVERT PIPE OPTION III          |                            |                            |
0190 603.16                   40.000  M   |     115.00000       4600.00|                            |
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0200 603.179                 150.000  M   |     195.00000      29250.00|                            |
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0210 603.195                  10.000  M   |     695.00000       6950.00|                            |
  600 MM RCP CLASS III                    |                            |                            |
0220 604.092                  15.000  EA  |    2200.00000      33000.00|                            |
  CATCH BASIN TYPE B1-C                   |                            |                            |
0230 604.14                    1.000  EA  |    1200.00000       1200.00|                            |
  750 MM CATCH BASIN TYPE E               |                            |                            |
0240 604.166                   2.000  EA  |    1100.00000       2200.00|                            |
  REBUILDING MANHOLE                      |                            |                            |
0250 604.18                   16.000  EA  |     470.00000       7520.00|                            |
  ADJUSTING MANHOLE OR CATCH BASIN TO     |                            |                            |
  GRADE                                   |                            |                            |
0260 604.182                   1.000  EA  |     240.00000        240.00|                            |
  CLEAN EXISTING CATCH BASIN AND MANHOLE  |                            |                            |
0270 604.26                    3.400  EA  |    2400.00000       8160.00|                            |
  CATCH BASIN TYPE B5                     |                            |                            |
0280 604.262                   3.400  EA  |    2700.00000       9180.00|                            |
  CATCH BASIN TYPE B5-C                   |                            |                            |
0290 605.09                  991.000  M   |      82.00000      81262.00|                            |
  150 MM UNDERDRAIN TYPE B                |                            |                            |
0300 605.10                   12.000  M   |     120.00000       1440.00|                            |
  150 MM UNDERDRAIN OUTLET                |                            |                            |
0310 605.11                  585.000  M   |      90.00000      52650.00|                            |
  300 MM UNDERDRAIN TYPE C                |                            |                            |
0320 605.12                  633.000  M   |      95.00000      60135.00|                            |
  375 MM UNDERDRAIN TYPE C                |                            |                            |
0330 605.13                  140.000  M   |     115.00000      16100.00|                            |
  450 MM UNDERDRAIN TYPE C                |                            |                            |
0340 606.35                   18.000  EA  |      35.00000        630.00|                            |
  GUARDRAIL DELINEATOR POST               |                            |                            |
0350 606.47                   20.000  EA  |      42.00000        840.00|                            |
  SINGLE WOOD POST                        |                            |                            |
0360 606.55                  125.730  M   |      38.00000       4777.74|                            |
  GUARDRAIL TYPE 3 - SINGLE RAIL          |                            |                            |
0370 606.59                   15.240  M   |      42.00000        640.08|                            |
  GUARDRAIL TYPE 3 - 4.5 M RADIUS AND LES |                            |                            |
     LETTING DATE : 06/05/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 8
     LOCATION : AUBURN                                  TABULATION OF BIDS
                                            CONTRACT ID : 008815.00
                                                          =========
====================================================================================================================================
                                          |(   4  ) 000855             |(       )                   |(      )
                                          |BRIDGECORP                  |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0380 606.60                   11.430  M   |      42.00000        480.06|                            |
  GUARDRAIL TYPE 3 - OVER 4.5 METER RADIU |                            |                            |
0390 606.752                   1.000  EA  |    1100.00000       1100.00|                            |
  WIDEN SHOULDER FOR MODIFIED ECCENTRIC   |                            |                            |
  LOADER TERMINAL                         |                            |                            |
0400 606.76                    1.000  EA  |    1650.00000       1650.00|                            |
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0410 609.31                 1636.000  M   |      17.50000      28630.00|                            |
  CURB TYPE 3                             |                            |                            |
0420 610.08                  228.000  M3  |      70.00000      15960.00|                            |
  PLAIN RIPRAP                            |                            |                            |
0430 612.06                  540.000  M2  |       4.25000       2295.00|                            |
  BITUMINOUS SEALING - BLACK              |                            |                            |
0440 615.07                  860.000  M3  |      50.00000      43000.00|                            |
  LOAM                                    |                            |                            |
0450 618.1301                 58.300  UN  |      33.00000       1923.90|                            |
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0460 618.1401                 55.900  UN  |      17.00000        950.30|                            |
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0470 619.1201                114.200  UN  |       9.00000       1027.80|                            |
  MULCH - PLAN QUANTITY                   |                            |                            |
0480 620.54                 3700.000  M2  |       2.50000       9250.00|                            |
  STABILIZATION GEOTEXTILE                |                            |                            |
0490 620.58                  585.000  M2  |       4.75000       2778.75|                            |
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0500 621.273                   2.000  EA  |     420.00000        840.00|                            |
  LARGE DECIDUOUS TREE (50 MM - 65 MM     |                            |                            |
  CALIPER) GROUP A                        |                            |                            |
0510 621.54                   11.000  EA  |      78.00000        858.00|                            |
  DECIDUOUS SHRUBS (450 MM - 600 MM)      |                            |                            |
  GROUP A                                 |                            |                            |
0520 627.711                9881.000  M   |       0.50000       4940.50|                            |
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE (PLAN QUANTITY )           |                            |                            |
0530 627.75                    5.000  M2  |     125.00000        625.00|                            |
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
0540 627.76                           LUMP|    1650.00000       1650.00|                            |
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0550 629.05                   70.000  MH  |      22.00000       1540.00|                            |
  HAND LABOR, STRAIGHT TIME               |                            |                            |
     LETTING DATE : 06/05/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 9
     LOCATION : AUBURN                                  TABULATION OF BIDS
                                            CONTRACT ID : 008815.00
                                                          =========
====================================================================================================================================
                                          |(   4  ) 000855             |(       )                   |(      )
                                          |BRIDGECORP                  |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0560 631.12                   50.000  HR  |     105.00000       5250.00|                            |
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0570 631.14                   20.000  HR  |      80.00000       1600.00|                            |
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0580 631.172                  50.000  HR  |      50.00000       2500.00|                            |
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0590 631.20                   14.000  HR  |     120.00000       1680.00|                            |
  STUMP CHIPPER (INCLUDING OPERATOR)      |                            |                            |
0600 631.21                    8.000  HR  |     220.00000       1760.00|                            |
  ROAD BROOM (INCLUDING OPERATORS AND     |                            |                            |
  HAULER)                                 |                            |                            |
0610 631.32                   10.000  HR  |     150.00000       1500.00|                            |
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0620 636.61                   20.000  M2  |     300.00000       6000.00|                            |
  SEGMENTAL RETAINING WALL - SUPPLIER     |                            |                            |
  DESIGN                                  |                            |                            |
0630 637.071                          LUMP|    7500.00000       7500.00|                            |
  DUST CONTROL                            |                            |                            |
0640 639.18                    1.000  EA  |    4000.00000       4000.00|                            |
  FIELD OFFICE TYPE A                     |                            |                            |
0650 652.31                   31.000  EA  |      65.00000       2015.00|                            |
  TYPE I BARRICADE                        |                            |                            |
0660 652.311                   6.000  EA  |      90.00000        540.00|                            |
  TYPE II BARRICADE                       |                            |                            |
0670 652.33                   55.000  EA  |      70.00000       3850.00|                            |
  DRUM                                    |                            |                            |
0680 652.34                  140.000  EA  |      18.00000       2520.00|                            |
  CONE                                    |                            |                            |
0690 652.35                  197.000  M2  |      80.00000      15760.00|                            |
  CONSTRUCTION SIGNS                      |                            |                            |
0700 652.361                 250.000  LS  |   15000.00000      15000.00|                            |
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0710 652.38                 4300.000  MH  |       7.00000      30100.00|                            |
  FLAGGER                                 |                            |                            |
0720 656.75                           LUMP|    8000.00000       8000.00|                            |
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0730 659.10                           LUMP|  315000.00000     315000.00|                            |
  MOBILIZATION                            |                            |                            |
0740 660.21                 1000.000  MH  |       1.00000       1000.00|                            |
  ON-THE-JOB TRAINING (BID)               |                            |                            |
     SECTION TOTALS                       |             $  1,684,162.13|             $          0.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  1,684,162.13|             $          0.00|              $
====================================================================================================================================