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     LETTING DATE : 03/22/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/04/01
                                                                                                                   PAGE : 1
     LOCATION : FALMOUTH                                TABULATION OF BIDS

                                            CONTRACT ID : 008420.00
                                                          =========

                                        COMPLETION DATE : 08/15/00

   PROJECT(S):  STP-8420(00)X           COUNTIE(S) : CUMBERLAND                  MAINE STATE DEPTARTMENT OF TRANSPORTATION

                                                                                 A TRUE COPY : __________________________

                                                                                       TITLE : __________________________

     CONTRACT DESCRIPTION : SUPERPAVE HOT MIX ASPHALT OVERLAY                    ATTEST : _______________________________
                                                                                                 NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000164         C P M CONSTRUCTORS                                                     $    818,136.90     100.0000%
   2   000855         BRIDGECORP                                                             $  1,047,831.82     128.0754%
====================================================================================================================================
                                          |(   1  ) 000164             |(   2  ) 000855             |(      )
                                          |C P M CONSTRUCTORS          |BRIDGECORP                  |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 107.27                           LUMP|    4000.00000       4000.00|  175000.00000     175000.00|
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0020 201.23                    2.000  EA  |    1000.00000       2000.00|     500.00000       1000.00|
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0030 201.24                    2.000  EA  |     200.00000        400.00|     200.00000        400.00|
  REMOVING STUMP                          |                            |                            |
0040 203.20                  100.000  M3  |      12.00000       1200.00|      24.00000       2400.00|
  COMMON EXCAVATION                       |                            |                            |
0050 203.25                  100.000  M3  |      20.00000       2000.00|      24.00000       2400.00|
  GRANULAR BORROW                         |                            |                            |
0060 206.061                  20.000  M3  |      45.00000        900.00|      25.00000        500.00|
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                            |                            |
  AND MINOR STRUCTURES, BELOW GRADE       |                            |                            |
0070 206.07                  925.000  M3  |     120.00000     111000.00|     190.00000     175750.00|
  STRUCTURAL ROCK EXCAVATION - DRAINAGE   |                            |                            |
  AND MINOR STRUCTURES                    |                            |                            |
0080 304.10                  100.000  M3  |      25.00000       2500.00|      40.00000       4000.00|
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0090 307.331               10600.000  M2  |       1.75000      18550.00|       1.94000      20564.00|
  COLD IN-PLACE RECYCLED PAVEMENT         |                            |                            |
  (UNTREATED)                             |                            |                            |
0100 403.207                1600.000  MG  |      38.50000      61600.00|      44.00000      70400.00|
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
     LETTING DATE : 03/22/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/04/01
                                                                                                                   PAGE : 2
     LOCATION : FALMOUTH                                TABULATION OF BIDS

                                            CONTRACT ID : 008420.00
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000164             |(   2   ) 000855            |(      )
                                          |C P M CONSTRUCTORS          |BRIDGECORP                  |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 403.209                 150.000  MG  |      90.00000      13500.00|     122.50000      18375.00|
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0120 403.210                 850.000  MG  |      38.50000      32725.00|      56.25000      47812.50|
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0130 409.15                 1100.000  L   |       1.20000       1320.00|       1.56000       1716.00|
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0140 411.10                  200.000  M3  |      25.00000       5000.00|      37.00000       7400.00|
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0150 525.33                           LUMP|    2100.00000       2100.00|    2500.00000       2500.00|
  STONE MASONRY WALL - REMOVE AND RESET   |                            |                            |
0160 603.169                   8.000  M   |     200.00000       1600.00|     150.00000       1200.00|
  375 MM CULVERT PIPE OPTION III          |                            |                            |
0170 603.179                  15.000  M   |     200.00000       3000.00|     150.00000       2250.00|
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0180 603.189                 197.000  M   |     225.00000      44325.00|     120.00000      23640.00|
  525 MM CULVERT PIPE OPTION III          |                            |                            |
0190 603.2009                 19.000  M   |     250.00000       4750.00|     200.00000       3800.00|
  675 MM CULVERT PIPE OPTION III          |                            |                            |
0200 604.092                  24.000  EA  |    2650.00000      63600.00|    1750.00000      42000.00|
  CATCH BASIN TYPE B1-C                   |                            |                            |
0210 604.242                   2.000  EA  |    2000.00000       4000.00|     900.00000       1800.00|
  CATCH BASIN TYPE F3                     |                            |                            |
0220 605.09                  822.000  M   |      85.00000      69870.00|      55.00000      45210.00|
  150 MM UNDERDRAIN TYPE B                |                            |                            |
0230 605.11                  560.000  M   |     125.00000      70000.00|      70.00000      39200.00|
  300 MM UNDERDRAIN TYPE C                |                            |                            |
0240 605.12                  421.000  M   |     125.00000      52625.00|      85.00000      35785.00|
  375 MM UNDERDRAIN TYPE C                |                            |                            |
0250 605.13                  259.000  M   |     145.00000      37555.00|      98.00000      25382.00|
  450 MM UNDERDRAIN TYPE C                |                            |                            |
0260 605.14                  101.000  M   |     145.00000      14645.00|     135.00000      13635.00|
  525 MM UNDERDRAIN TYPE C                |                            |                            |
0270 606.47                    8.000  EA  |      50.00000        400.00|      35.00000        280.00|
  SINGLE WOOD POST                        |                            |                            |
0280 609.31                 1522.000  M   |       9.50000      14459.00|      12.31000      18735.82|
  CURB TYPE 3                             |                            |                            |
0290 610.08                   44.000  M3  |      75.00000       3300.00|     100.00000       4400.00|
  PLAIN RIPRAP                            |                            |                            |
0300 610.18                    5.000  M3  |      75.00000        375.00|     100.00000        500.00|
  STONE DITCH PROTECTION                  |                            |                            |
     LETTING DATE : 03/22/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/04/01
                                                                                                                   PAGE : 3
     LOCATION : FALMOUTH                                TABULATION OF BIDS

                                            CONTRACT ID : 008420.00
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000164             |(   2   ) 000855            |(      )
                                          |C P M CONSTRUCTORS          |BRIDGECORP                  |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 613.319                 412.000  M2  |       2.00000        824.00|       2.25000        927.00|
  TEMPORARY EROSION CONTROL BLANKET       |                            |                            |
0320 615.07                  375.000  M3  |      40.00000      15000.00|      38.00000      14250.00|
  LOAM                                    |                            |                            |
0330 618.13                   37.000  UN  |      19.00000        703.00|      22.00000        814.00|
  SEEDING METHOD NUMBER 1                 |                            |                            |
0340 619.12                   37.000  UN  |       9.50000        351.50|      11.00000        407.00|
  MULCH                                   |                            |                            |
0350 620.58                   70.000  M2  |       8.00000        560.00|       3.50000        245.00|
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0360 627.711                3110.000  M   |       0.46000       1430.60|       0.55000       1710.50|
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE (PLAN QUANTITY )           |                            |                            |
0370 627.75                   24.000  M2  |      16.20000        388.80|      17.00000        408.00|
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
0380 627.76                           LUMP|     600.00000        600.00|     650.00000        650.00|
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0390 629.05                   30.000  MH  |      25.00000        750.00|      40.00000       1200.00|
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0400 631.10                    8.000  HR  |      40.00000        320.00|      50.00000        400.00|
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                            |                            |
0410 631.11                    8.000  HR  |      30.00000        240.00|      30.00000        240.00|
  AIR TOOL (INCLUDING OPERATOR)           |                            |                            |
0420 631.12                   20.000  HR  |      85.00000       1700.00|     115.00000       2300.00|
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0430 631.172                   8.000  HR  |      45.00000        360.00|      45.00000        360.00|
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0440 631.22                    8.000  HR  |      65.00000        520.00|     100.00000        800.00|
  FRONT END LOADER (INCLUDING OPERATOR)   |                            |                            |
0450 631.32                   10.000  HR  |     150.00000       1500.00|     125.00000       1250.00|
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0460 637.071                          LUMP|    5000.00000       5000.00|   15000.00000      15000.00|
  DUST CONTROL                            |                            |                            |
0470 639.18                    1.000  EA  |    6000.00000       6000.00|    6500.00000       6500.00|
  FIELD OFFICE TYPE A                     |                            |                            |
0480 652.31                   20.000  EA  |      55.00000       1100.00|      35.00000        700.00|
  TYPE I BARRICADE                        |                            |                            |
0490 652.311                  20.000  EA  |      55.00000       1100.00|      35.00000        700.00|
  TYPE II BARRICADE                       |                            |                            |
     LETTING DATE : 03/22/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/04/01
                                                                                                                   PAGE : 4
     LOCATION : FALMOUTH                                TABULATION OF BIDS

                                            CONTRACT ID : 008420.00
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000164             |(   2   ) 000855            |(      )
                                          |C P M CONSTRUCTORS          |BRIDGECORP                  |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0500 652.33                   30.000  EA  |      70.00000       2100.00|      35.00000       1050.00|
  DRUM                                    |                            |                            |
0510 652.34                   75.000  EA  |      20.00000       1500.00|      25.00000       1875.00|
  CONE                                    |                            |                            |
0520 652.35                   71.000  M2  |      90.00000       6390.00|      60.00000       4260.00|
  CONSTRUCTION SIGNS                      |                            |                            |
0530 652.361                   1.000  LS  |   10000.00000      10000.00|    7500.00000       7500.00|
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0540 652.38                 2500.000  MH  |      14.00000      35000.00|       8.50000      21250.00|
  FLAGGER                                 |                            |                            |
0550 659.10                           LUMP|   81400.00000      81400.00|  175000.00000     175000.00|
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $    818,136.90|             $  1,047,831.82|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    818,136.90|             $  1,047,831.82|              $
====================================================================================================================================