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     LETTING DATE : 11/20/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 11/20/02
                                                                                                                   PAGE : 1
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 010573.00                                     COMPLETION DATE : 06/14/03
                                                          =========
   PROJECT(S):  NH-1057(300)E           COUNTIE(S) : HANCOCK                        MAINE STATE DEPARTMENT OF TRANSPORTATION
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  LEVEL 2 RESURFACING                                                           NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000010         THOMAS DICENZO, INC.                                                   $  1,111,668.00     100.0000%
   2   000022         THE LANE CONSTRUCTION CORP.                                            $  1,247,553.20     112.2235%
   3   001195         VAUGHN THIBODEAU & SONS, INC.                                          $  1,491,411.16     134.1598%
   4   000649         SARGENT & SARGENT, INC.                                                $  1,576,560.40     141.8194%
   5   000855         BRIDGECORP                                                             $  1,747,297.50     157.1780%
====================================================================================================================================
                                          |(   1  ) 000010             |(   2  ) 000022             |(   3  ) 001195
                                          |THOMAS DICENZO, INC.        |THE LANE CONSTRUCTION CORP. |VAUGHN THIBODEAU & SONS, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 202.203                 616.000  M2  |      13.00000       8008.00|      10.00000       6160.00|      13.00000        8008.00
  PAVEMENT BUTT JOINTS                    |                            |                            |
0020 203.204                4877.000  M   |      10.50000      51208.50|      10.00000      48770.00|      52.49000      255993.73
  NEW DITCH EXCAVATION                    |                            |                            |
0030 203.2041                866.000  M   |     105.00000      90930.00|     125.00000     108250.00|     150.00000      129900.00
  NEW DITCH EXCAVATION - LEDGE            |                            |                            |
0040 304.102                9753.000  M3  |      15.00000     146295.00|      16.50000     160924.50|      19.37000      188915.61
  AGGREGATE SUBBASE COURSE - GRAVEL (PIT  |                            |                            |
  MEASURE)                                |                            |                            |
0050 403.209                  30.000  MG  |     120.00000       3600.00|     100.00000       3000.00|     110.23000        3306.90
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0060 403.210                6800.000  MG  |      39.00000     265200.00|      42.90000     291720.00|      40.07000      272476.00
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0070 403.211                3400.000  MG  |      41.00000     139400.00|      42.90000     145860.00|      40.07000      136238.00
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0080 403.213                  32.000  MG  |      80.00000       2560.00|      85.00000       2720.00|      40.07000        1282.24
  HOT MIX ASPHALT 12.5 MM, BASE           |                            |                            |
0090 409.15                11920.000  L   |       1.00000      11920.00|       1.30000      15496.00|       1.15000       13708.00
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0100 504.069                   2.000  EA  |     250.00000        500.00|     250.00000        500.00|     400.00000         800.00
  CONCRETE PIPE TIES                      |                            |                            |
     LETTING DATE : 11/20/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 11/20/02
                                                                                                                   PAGE : 2
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 010573.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000010             |(   2   ) 000022            |(   3  ) 001195
                                          |THOMAS DICENZO, INC.        |THE LANE CONSTRUCTION CORP. |VAUGHN THIBODEAU & SONS, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 603.16                  220.700  M   |      90.00000      19863.00|     107.00000      23614.90|     131.20000       28955.84
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0120 603.169                  21.000  M   |     120.00000       2520.00|     160.00000       3360.00|     135.00000        2835.00
  375 MM CULVERT PIPE OPTION III          |                            |                            |
0130 603.17                  103.100  M   |     135.00000      13918.50|     110.00000      11341.00|     140.00000       14434.00
  450 MM CULVERT PIPE OPTION I            |                            |                            |
0140 603.171                   6.000  M   |     250.00000       1500.00|     270.00000       1620.00|     150.00000         900.00
  450 MM CORRUGATED METAL PIPE            |                            |                            |
0150 603.19                   53.500  M   |     140.00000       7490.00|     128.00000       6848.00|     160.00000        8560.00
  600 MM CULVERT PIPE OPTION I            |                            |                            |
0160 603.191                  14.400  M   |     250.00000       3600.00|     300.00000       4320.00|     160.00000        2304.00
  600 MM CORRUGATED METAL PIPE            |                            |                            |
0170 603.195                   1.200  M   |     500.00000        600.00|     500.00000        600.00|     600.00000         720.00
  600 MM RCP CLASS III                    |                            |                            |
0180 603.199                  96.800  M   |     250.00000      24200.00|     300.00000      29040.00|     200.00000       19360.00
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0190 603.201                   3.000  M   |     550.00000       1650.00|     310.00000        930.00|     300.00000         900.00
  750 MM CORRUGATED METAL PIPE            |                            |                            |
0200 604.167                   1.000  EA  |     300.00000        300.00|     200.00000        200.00|     650.00000         650.00
  ALTER CATCH BASIN GRATE TO CASCADE      |                            |                            |
0210 605.10                   24.000  M   |      75.00000       1800.00|      60.00000       1440.00|     100.00000        2400.00
  150 MM UNDERDRAIN OUTLET                |                            |                            |
0220 606.1721                  4.000  EA  |    1500.00000       6000.00|     712.00000       2848.00|    1440.00000        5760.00
  BRIDGE TRANSITION - TYPE 1              |                            |                            |
0230 606.178                  19.000  M   |      22.00000        418.00|      25.00000        475.00|      23.62000         448.78
  GUARDRAIL BEAM                          |                            |                            |
0240 606.23                 1521.000  M   |      32.00000      48672.00|      35.00000      53235.00|      36.38000       55333.98
  GUARDRAIL TYPE 3C - SINGLE RAIL         |                            |                            |
0250 606.231                 141.000  M   |      38.00000       5358.00|      45.00000       6345.00|      40.33000        5686.53
  GUARDRAIL TYPE 3C - 4.5 M RADIUS AND    |                            |                            |
  LESS                                    |                            |                            |
0260 606.265                  19.000  EA  |      30.00000        570.00|      35.30000        670.70|      60.00000        1140.00
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0270 606.35                   70.000  EA  |      30.00000       2100.00|      30.60000       2142.00|      30.00000        2100.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
0280 606.357                3147.000  M   |      12.00000      37764.00|      12.00000      37764.00|      25.20000       79304.40
  GUARDRAIL, MODIFY, TYPE 3B              |                            |                            |
0290 606.367                  10.000  EA  |      30.00000        300.00|      43.25000        432.50|      48.00000         480.00
  REPLACE UNUSABLE EXISTING GUARDRAIL     |                            |                            |
  POSTS                                   |                            |                            |
     LETTING DATE : 11/20/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 11/20/02
                                                                                                                   PAGE : 3
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 010573.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000010             |(   2   ) 000022            |(   3  ) 001195
                                          |THOMAS DICENZO, INC.        |THE LANE CONSTRUCTION CORP. |VAUGHN THIBODEAU & SONS, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 606.79                   17.000  EA  |    1350.00000      22950.00|    1250.00000      21250.00|    2280.00000       38760.00
  GUARDRAIL 350 FLARED TERMINAL           |                            |                            |
0310 609.31                 1106.000  M   |      17.00000      18802.00|      16.00000      17696.00|      13.12000       14510.72
  CURB TYPE 3                             |                            |                            |
0320 610.08                   60.000  M3  |      40.00000       2400.00|      60.00000       3600.00|      70.00000        4200.00
  PLAIN RIPRAP                            |                            |                            |
0330 610.18                  737.000  M3  |      30.00000      22110.00|      41.00000      30217.00|      60.00000       44220.00
  STONE DITCH PROTECTION                  |                            |                            |
0340 613.319                5852.000  M2  |       1.75000      10241.00|       1.80000      10533.60|       2.00000       11704.00
  EROSION CONTROL BLANKET                 |                            |                            |
0350 618.1401                600.000  UN  |      13.15000       7890.00|      12.50000       7500.00|      14.00000        8400.00
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0360 619.1201                600.000  UN  |       6.30000       3780.00|       6.00000       3600.00|       7.00000        4200.00
  MULCH - PLAN QUANTITY                   |                            |                            |
0370 620.58                 2600.000  M2  |       2.00000       5200.00|       2.30000       5980.00|       3.00000        7800.00
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0380 627.76                           LUMP|    6000.00000       6000.00|    5000.00000       5000.00|   10000.00000       10000.00
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0390 629.05                   30.000  MH  |      25.00000        750.00|      21.00000        630.00|      27.00000         810.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0400 631.12                   25.000  HR  |      80.00000       2000.00|      90.00000       2250.00|     105.00000        2625.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0410 631.172                  50.000  HR  |      40.00000       2000.00|      44.00000       2200.00|      45.00000        2250.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0420 631.18                   10.000  HR  |      30.00000        300.00|      27.00000        270.00|      27.00000         270.00
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0430 631.32                   10.000  HR  |     100.00000       1000.00|     120.00000       1200.00|     125.00000        1250.00
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0440 639.18                    1.000  EA  |    6000.00000       6000.00|   10000.00000      10000.00|    5000.00000        5000.00
  FIELD OFFICE TYPE A                     |                            |                            |
0450 652.39                           LUMP|   50000.00000      50000.00|   45000.00000      45000.00|   40000.00000       40000.00
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0460 656.75                           LUMP|   10000.00000      10000.00|   20000.00000      20000.00|   22500.00000       22500.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0470 659.10                           LUMP|   42000.00000      42000.00|   90000.00000      90000.00|   30010.43000       30010.43
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $  1,111,668.00|             $  1,247,553.20|              $  1,491,411.16
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  1,111,668.00|             $  1,247,553.20|              $  1,491,411.16
====================================================================================================================================
     LETTING DATE : 11/20/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 11/20/02
                                                                                                                   PAGE : 4
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 010573.00
                                                          =========
====================================================================================================================================
                                          |(   4  ) 000649             |(   5   ) 000855            |(      )
                                          |SARGENT & SARGENT, INC.     |BRIDGECORP                  |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 202.203                 616.000  M2  |      12.00000       7392.00|      12.00000       7392.00|
  PAVEMENT BUTT JOINTS                    |                            |                            |
0020 203.204                4877.000  M   |      20.00000      97540.00|      45.00000     219465.00|
  NEW DITCH EXCAVATION                    |                            |                            |
0030 203.2041                866.000  M   |     120.00000     103920.00|     115.00000      99590.00|
  NEW DITCH EXCAVATION - LEDGE            |                            |                            |
0040 304.102                9753.000  M3  |      32.00000     312096.00|      25.00000     243825.00|
  AGGREGATE SUBBASE COURSE - GRAVEL (PIT  |                            |                            |
  MEASURE)                                |                            |                            |
0050 403.209                  30.000  MG  |     100.00000       3000.00|     250.00000       7500.00|
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0060 403.210                6800.000  MG  |      42.00000     285600.00|      41.00000     278800.00|
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0070 403.211                3400.000  MG  |      42.00000     142800.00|      41.00000     139400.00|
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0080 403.213                  32.000  MG  |      92.00000       2944.00|      41.00000       1312.00|
  HOT MIX ASPHALT 12.5 MM, BASE           |                            |                            |
0090 409.15                11920.000  L   |       1.30000      15496.00|       1.25000      14900.00|
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0100 504.069                   2.000  EA  |     250.00000        500.00|     330.00000        660.00|
  CONCRETE PIPE TIES                      |                            |                            |
0110 603.16                  220.700  M   |      72.00000      15890.40|      72.00000      15890.40|
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0120 603.169                  21.000  M   |      72.00000       1512.00|      77.00000       1617.00|
  375 MM CULVERT PIPE OPTION III          |                            |                            |
0130 603.17                  103.100  M   |     100.00000      10310.00|      85.00000       8763.50|
  450 MM CULVERT PIPE OPTION I            |                            |                            |
0140 603.171                   6.000  M   |     150.00000        900.00|     460.00000       2760.00|
  450 MM CORRUGATED METAL PIPE            |                            |                            |
0150 603.19                   53.500  M   |     120.00000       6420.00|      80.00000       4280.00|
  600 MM CULVERT PIPE OPTION I            |                            |                            |
0160 603.191                  14.400  M   |     120.00000       1728.00|     590.00000       8496.00|
  600 MM CORRUGATED METAL PIPE            |                            |                            |
0170 603.195                   1.200  M   |     500.00000        600.00|    1000.00000       1200.00|
  600 MM RCP CLASS III                    |                            |                            |
0180 603.199                  96.800  M   |     120.00000      11616.00|     100.00000       9680.00|
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0190 603.201                   3.000  M   |     750.00000       2250.00|     940.00000       2820.00|
  750 MM CORRUGATED METAL PIPE            |                            |                            |
     LETTING DATE : 11/20/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 11/20/02
                                                                                                                   PAGE : 5
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 010573.00
                                                          =========
====================================================================================================================================
                                          |(   4  ) 000649             |(   5   ) 000855            |(      )
                                          |SARGENT & SARGENT, INC.     |BRIDGECORP                  |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0200 604.167                   1.000  EA  |     450.00000        450.00|     500.00000        500.00|
  ALTER CATCH BASIN GRATE TO CASCADE      |                            |                            |
0210 605.10                   24.000  M   |     120.00000       2880.00|     220.00000       5280.00|
  150 MM UNDERDRAIN OUTLET                |                            |                            |
0220 606.1721                  4.000  EA  |    1500.00000       6000.00|    1700.00000       6800.00|
  BRIDGE TRANSITION - TYPE 1              |                            |                            |
0230 606.178                  19.000  M   |      24.00000        456.00|      25.00000        475.00|
  GUARDRAIL BEAM                          |                            |                            |
0240 606.23                 1521.000  M   |      36.00000      54756.00|      35.00000      53235.00|
  GUARDRAIL TYPE 3C - SINGLE RAIL         |                            |                            |
0250 606.231                 141.000  M   |      36.00000       5076.00|      40.00000       5640.00|
  GUARDRAIL TYPE 3C - 4.5 M RADIUS AND    |                            |                            |
  LESS                                    |                            |                            |
0260 606.265                  19.000  EA  |      60.00000       1140.00|      35.00000        665.00|
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0270 606.35                   70.000  EA  |      30.00000       2100.00|      35.00000       2450.00|
  GUARDRAIL DELINEATOR POST               |                            |                            |
0280 606.357                3147.000  M   |      25.00000      78675.00|      14.00000      44058.00|
  GUARDRAIL, MODIFY, TYPE 3B              |                            |                            |
0290 606.367                  10.000  EA  |      60.00000        600.00|      35.00000        350.00|
  REPLACE UNUSABLE EXISTING GUARDRAIL     |                            |                            |
  POSTS                                   |                            |                            |
0300 606.79                   17.000  EA  |    2000.00000      34000.00|    1500.00000      25500.00|
  GUARDRAIL 350 FLARED TERMINAL           |                            |                            |
0310 609.31                 1106.000  M   |      12.00000      13272.00|      25.00000      27650.00|
  CURB TYPE 3                             |                            |                            |
0320 610.08                   60.000  M3  |      50.00000       3000.00|     165.00000       9900.00|
  PLAIN RIPRAP                            |                            |                            |
0330 610.18                  737.000  M3  |      45.00000      33165.00|      50.00000      36850.00|
  STONE DITCH PROTECTION                  |                            |                            |
0340 613.319                5852.000  M2  |       3.00000      17556.00|       1.80000      10533.60|
  EROSION CONTROL BLANKET                 |                            |                            |
0350 618.1401                600.000  UN  |      15.00000       9000.00|      30.00000      18000.00|
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0360 619.1201                600.000  UN  |       8.00000       4800.00|      55.00000      33000.00|
  MULCH - PLAN QUANTITY                   |                            |                            |
0370 620.58                 2600.000  M2  |       4.00000      10400.00|       2.25000       5850.00|
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0380 627.76                           LUMP|   10000.00000      10000.00|    3600.00000       3600.00|
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
     LETTING DATE : 11/20/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 11/20/02
                                                                                                                   PAGE : 6
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 010573.00
                                                          =========
====================================================================================================================================
                                          |(   4  ) 000649             |(   5   ) 000855            |(      )
                                          |SARGENT & SARGENT, INC.     |BRIDGECORP                  |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0390 629.05                   30.000  MH  |      24.00000        720.00|      22.00000        660.00|
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0400 631.12                   25.000  HR  |     100.00000       2500.00|     100.00000       2500.00|
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0410 631.172                  50.000  HR  |      50.00000       2500.00|      50.00000       2500.00|
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0420 631.18                   10.000  HR  |      30.00000        300.00|      25.00000        250.00|
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0430 631.32                   10.000  HR  |     120.00000       1200.00|     170.00000       1700.00|
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0440 639.18                    1.000  EA  |    5000.00000       5000.00|    6000.00000       6000.00|
  FIELD OFFICE TYPE A                     |                            |                            |
0450 652.39                           LUMP|   42000.00000      42000.00|   90000.00000      90000.00|
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0460 656.75                           LUMP|   55000.00000      55000.00|   25000.00000      25000.00|
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0470 659.10                           LUMP|  157500.00000     157500.00|  260000.00000     260000.00|
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $  1,576,560.40|             $  1,747,297.50|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  1,576,560.40|             $  1,747,297.50|              $
====================================================================================================================================