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     LETTING DAT009681.0000)X                    MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/06/01
                                                                                                                   PAGE : 1
     LOCATION : SEDGWICK                                TABULATION OF BIDS
                BROOKSVILLE
                                            CONTRACT ID : 009189.10
                                                          =========

                                        COMPLETION DATE : 10/01/02

   PROJECT(S):  AC-STP-9189(10)X        COUNTIE(S) : HANCOCK                     MAINE STATE DEPTARTMENT OF TRANSPORTATION

                                                                                 A TRUE COPY : __________________________

                                                                                       TITLE : __________________________

     CONTRACT DESCRIPTION : CHIP                                                 ATTEST : _______________________________
                                                                                                 NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000022         THE LANE CONSTRUCTION CORP.                                            $  2,886,264.20     100.0000%
   2   000855         BRIDGECORP                                                             $  2,961,354.50     102.6016%
====================================================================================================================================
                                          |(   1  ) 000022             |(   2  ) 000855             |(      )
                                          |THE LANE CONSTRUCTION CORP. |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                   43.000  EA  |     240.00000      10320.00|     300.00000      12900.00|
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0020 201.24                   44.000  EA  |      80.00000       3520.00|     135.00000       5940.00|
  REMOVING STUMP                          |                            |                            |
0030 202.203                 393.000  M2  |      15.00000       5895.00|      18.00000       7074.00|
  PAVEMENT BUTT JOINTS                    |                            |                            |
0040 203.203               11600.000  M   |       7.00000      81200.00|      16.00000     185600.00|
  DITCH EXCAVATION                        |                            |                            |
0050 203.2041               2984.000  M   |      70.00000     208880.00|      16.00000      47744.00|
  NEW DITCH EXCAVATION - LEDGE            |                            |                            |
0060 203.21                 1270.000  M3  |      20.00000      25400.00|      13.00000      16510.00|
  ROCK EXCAVATION                         |                            |                            |
0070 203.221                6605.000  M3  |      35.00000     231175.00|      50.00000     330250.00|
  UNCLASSIFIED EXCAVATION - PLAN QUANTITY |                            |                            |
0080 206.0619                200.000  M3  |      97.00000      19400.00|      35.00000       7000.00|
  STRUCTURAL ROCK EXCAVATION - DRAINAGE   |                            |                            |
  AND MINOR STRUCTURES - BELOW GRADE      |                            |                            |
0090 304.102               18890.000  M3  |      15.70000     296573.00|      13.00000     245570.00|
  AGGREGATE SUBBASE COURSE - GRAVEL (PIT  |                            |                            |
  MEASURE)                                |                            |                            |
0100 307.32                63205.000  M2  |       1.45000      91647.25|       1.60000     101128.00|
  COLD IN-PLACE RECYCLED MATERIAL         |                            |                            |
  (UNTREATED) TRAVELWAY                   |                            |                            |
     LETTING DATE : 10/24/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/06/01
                                                                                                                   PAGE : 2
     LOCATION : SEDGWICK                                TABULATION OF BIDS
                BROOKSVILLE
                                            CONTRACT ID : 009189.10
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000022             |(   2   ) 000855            |(      )
                                          |THE LANE CONSTRUCTION CORP. |BRIDGECORP                  |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 403.207               15775.000  MG  |      36.00000     567900.00|      35.00000     552125.00|
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0120 403.208               10645.000  MG  |      37.00000     393865.00|      35.00000     372575.00|
  HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ |                            |                            |
0130 403.209                 235.000  MG  |      85.00000      19975.00|     130.00000      30550.00|
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0140 403.211                  50.000  MG  |      45.00000       2250.00|      55.00000       2750.00|
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0150 603.17                  700.000  M   |     103.00000      72100.00|      60.00000      42000.00|
  450 MM CULVERT PIPE OPTION I            |                            |                            |
0160 603.179                 295.000  M   |     200.00000      59000.00|     165.00000      48675.00|
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0170 603.199                 310.000  M   |     240.00000      74400.00|     160.00000      49600.00|
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0180 603.209                  38.000  M   |     270.00000      10260.00|     200.00000       7600.00|
  750 MM CULVERT PIPE OPTION III          |                            |                            |
0190 604.076                   8.000  EA  |    1500.00000      12000.00|    1650.00000      13200.00|
  1500 MM CATCH BASIN TYPE A1-C           |                            |                            |
0200 605.13                  310.000  M   |     130.00000      40300.00|     125.00000      38750.00|
  450 MM UNDERDRAIN TYPE C                |                            |                            |
0210 606.17                  220.000  M   |      30.75000       6765.00|      37.00000       8140.00|
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0220 606.21                   32.000  M   |      32.75000       1048.00|      39.00000       1248.00|
  GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES |                            |                            |
0230 606.22                   11.000  M   |      32.75000        360.25|      39.00000        429.00|
  GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS   |                            |                            |
0240 606.265                   4.000  EA  |      30.00000        120.00|      37.00000        148.00|
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0250 606.35                   15.000  EA  |      30.00000        450.00|      36.00000        540.00|
  GUARDRAIL DELINEATOR POST               |                            |                            |
0260 606.611                  80.000  M   |      54.75000       4380.00|      65.00000       5200.00|
  TIMBER GUARDRAIL                        |                            |                            |
0270 606.76                    5.000  EA  |    1012.50000       5062.50|    1225.00000       6125.00|
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0280 607.22                   60.000  M   |      35.00000       2100.00|      45.00000       2700.00|
  CEDAR RAIL FENCE                        |                            |                            |
0290 609.31                 1680.000  M   |      15.00000      25200.00|      18.00000      30240.00|
  CURB TYPE 3                             |                            |                            |
0300 610.08                  410.000  M3  |      55.00000      22550.00|      55.00000      22550.00|
  PLAIN RIPRAP                            |                            |                            |
     LETTING DATE : 10/24/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/06/01
                                                                                                                   PAGE : 3
     LOCATION : SEDGWICK                                TABULATION OF BIDS
                BROOKSVILLE
                                            CONTRACT ID : 009189.10
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000022             |(   2   ) 000855            |(      )
                                          |THE LANE CONSTRUCTION CORP. |BRIDGECORP                  |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 610.18                 2750.000  M3  |      37.00000     101750.00|      45.00000     123750.00|
  STONE DITCH PROTECTION                  |                            |                            |
0320 613.319               15600.000  M2  |       1.40000      21840.00|       1.25000      19500.00|
  TEMPORARY EROSION CONTROL BLANKET       |                            |                            |
0330 616.08                  250.000  M2  |      18.00000       4500.00|      25.00000       6250.00|
  SODDING                                 |                            |                            |
0340 617.37                  100.000  M3  |      50.00000       5000.00|      35.00000       3500.00|
  WOODWASTE MULCH                         |                            |                            |
0350 618.1401                810.000  UN  |      17.00000      13770.00|      20.00000      16200.00|
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0360 619.1201                710.000  UN  |       7.50000       5325.00|       9.00000       6390.00|
  MULCH - PLAN QUANTITY                   |                            |                            |
0370 620.58                 5265.000  M2  |       2.00000      10530.00|       3.50000      18427.50|
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0380 621.387                  20.000  EA  |      38.00000        760.00|      48.00000        960.00|
  DWARF EVERGREENS (200 MM - 300 MM)      |                            |                            |
0390 621.54                   12.000  EA  |      43.00000        516.00|      55.00000        660.00|
  DECIDUOUS SHRUBS (450 MM - 600 MM)      |                            |                            |
  GROUP A                                 |                            |                            |
0400 621.711                 150.000  EA  |      14.00000       2100.00|      17.00000       2550.00|
  HERBACEOUS PERENNIALS GROUP B           |                            |                            |
0410 621.80                           LUMP|    1496.00000       1496.00|    1800.00000       1800.00|
  ESTABLISHMENT PERIOD                    |                            |                            |
0420 627.75                   20.000  M2  |      64.56000       1291.20|      75.00000       1500.00|
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
0430 627.76                           LUMP|    4000.00000       4000.00|    6500.00000       6500.00|
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0440 629.05                  110.000  MH  |      20.00000       2200.00|      24.00000       2640.00|
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0450 631.12                  150.000  HR  |      90.00000      13500.00|     100.00000      15000.00|
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0460 631.14                   40.000  HR  |      85.00000       3400.00|     105.00000       4200.00|
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0470 631.172                 260.000  HR  |      42.00000      10920.00|      45.00000      11700.00|
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0480 631.18                   70.000  HR  |      35.00000       2450.00|      30.00000       2100.00|
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0490 631.32                   40.000  HR  |     100.00000       4000.00|     140.00000       5600.00|
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
     LETTING DATE : 10/24/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/06/01
                                                                                                                   PAGE : 4
     LOCATION : SEDGWICK                                TABULATION OF BIDS
                BROOKSVILLE
                                            CONTRACT ID : 009189.10
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000022             |(   2   ) 000855            |(      )
                                          |THE LANE CONSTRUCTION CORP. |BRIDGECORP                  |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0500 639.18                    1.000  EA  |    6000.00000       6000.00|    5400.00000       5400.00|
  FIELD OFFICE TYPE A                     |                            |                            |
0510 639.21                           LUMP|    3000.00000       3000.00|    1200.00000       1200.00|
  TESTING FACILITIES SOILS                |                            |                            |
0520 641.103                   4.000  EA  |     270.00000       1080.00|     180.00000        720.00|
  PICNIC TABLE WOOD - RECTANGULAR         |                            |                            |
0530 641.104                   2.000  EA  |     290.00000        580.00|     210.00000        420.00|
  PICNIC TABLE WOOD - RECTANGULAR -       |                            |                            |
  HANDICAP ACCESSIBLE                     |                            |                            |
0540 652.31                   86.000  EA  |      25.00000       2150.00|      21.00000       1806.00|
  TYPE I BARRICADE                        |                            |                            |
0550 652.33                   86.000  EA  |      35.00000       3010.00|      70.00000       6020.00|
  DRUM                                    |                            |                            |
0560 652.34                  150.000  EA  |      12.00000       1800.00|      18.00000       2700.00|
  CONE                                    |                            |                            |
0570 652.35                  500.000  M2  |      90.00000      45000.00|      80.00000      40000.00|
  CONSTRUCTION SIGNS                      |                            |                            |
0580 652.36                  300.000  CD  |     100.00000      30000.00|      10.00000       3000.00|
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0590 652.38                 6800.000  MH  |      14.00000      95200.00|      10.00000      68000.00|
  FLAGGER                                 |                            |                            |
0600 656.75                           LUMP|   27000.00000      27000.00|   12000.00000      12000.00|
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0610 659.10                           LUMP|  165000.00000     165000.00|  373000.00000     373000.00|
  MOBILIZATION                            |                            |                            |
0620 660.21                 3000.000  MH  |       1.00000       3000.00|       1.00000       3000.00|
  ON-THE-JOB TRAINING (BID)               |                            |                            |
     SECTION TOTALS                       |             $  2,886,264.20|             $  2,961,354.50|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  2,886,264.20|             $  2,961,354.50|              $
====================================================================================================================================