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     LETTING DATE : 05/01/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 1
     LOCATION : SHERMAN                                 TABULATION OF BIDS
                                            CONTRACT ID : 010571.00                                     COMPLETION DATE : 09/07/02
                                                          =========
   PROJECT(S):  STP-1057(100)X          COUNTIE(S) : AROOSTOOK                      MAINE STATE DEPARTMENT OF TRANSPORTATION
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  LEVEL 1 OVERLAY                                                               NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000022         THE LANE CONSTRUCTION CORP.                                            $    776,913.50     100.0000%
====================================================================================================================================
                                          |(   1  ) 000022             |(      )                    |(      )
                                          |THE LANE CONSTRUCTION CORP. |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 202.202                1790.000  M2  |       2.80000       5012.00|                            |
  REMOVING PAVEMENT SURFACE               |                            |                            |
0020 202.203                1310.000  M2  |       9.00000      11790.00|                            |
  PAVEMENT BUTT JOINTS                    |                            |                            |
0030 204.20                12670.000  M2  |       3.40000      43078.00|                            |
  ADD SHOULDER AGGREGATE TO EXISTING      |                            |                            |
  SHOULDER, PLAN QUANTITY                 |                            |                            |
0040 204.41                 4080.000  M2  |       4.20000      17136.00|                            |
  REHABILITATION OF EXISTING SHOULDERS,   |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0050 206.07                   15.000  M3  |      80.00000       1200.00|                            |
  STRUCTURAL ROCK EXCAVATION - DRAINAGE   |                            |                            |
  AND MINOR STRUCTURES                    |                            |                            |
0060 304.103                 234.000  M3  |      25.00000       5850.00|                            |
  AGGREGATE SUBBASE - GRAVEL (TRUCK       |                            |                            |
  MEASURE)                                |                            |                            |
0070 403.208                 110.000  MG  |      75.00000       8250.00|                            |
  HOT MIX ASPHALT 12.5 MM, SURFACE        |                            |                            |
0080 403.209                 180.000  MG  |      95.00000      17100.00|                            |
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0090 403.210                4690.000  MG  |      46.50000     218085.00|                            |
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0100 403.211                3400.000  MG  |      46.80000     159120.00|                            |
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
     LETTING DATE : 05/01/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 2
     LOCATION : SHERMAN                                 TABULATION OF BIDS
                                            CONTRACT ID : 010571.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000022             |(       )                   |(      )
                                          |THE LANE CONSTRUCTION CORP. |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 409.15                 7660.000  L   |       1.25000       9575.00|                            |
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0120 411.10                  160.000  M3  |      40.00000       6400.00|                            |
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0130 603.16                   62.000  M   |      90.00000       5580.00|                            |
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0140 603.17                  122.000  M   |     110.00000      13420.00|                            |
  450 MM CULVERT PIPE OPTION I            |                            |                            |
0150 603.19                   15.000  M   |     125.00000       1875.00|                            |
  600 MM CULVERT PIPE OPTION I            |                            |                            |
0160 603.191                   5.000  M   |     340.00000       1700.00|                            |
  600 MM CORRUGATED METAL PIPE            |                            |                            |
0170 603.199                  19.000  M   |     300.00000       5700.00|                            |
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0180 603.201                   3.000  M   |     400.00000       1200.00|                            |
  750 MM CORRUGATED METAL PIPE            |                            |                            |
0190 603.7315                 24.000  M   |     100.00000       2400.00|                            |
  REMOVE & RELAY 375 MM METAL PIPE        |                            |                            |
0200 604.161                   2.000  EA  |     400.00000        800.00|                            |
  ALTERING CATCH BASIN                    |                            |                            |
0210 604.18                    1.000  EA  |     650.00000        650.00|                            |
  ADJUSTING MANHOLE OR CATCH BASIN TO     |                            |                            |
  GRADE                                   |                            |                            |
0220 604.245                   1.000  EA  |    2000.00000       2000.00|                            |
  CATCH BASIN TYPE F4-C                   |                            |                            |
0230 605.09                  150.000  M   |      85.00000      12750.00|                            |
  150 MM UNDERDRAIN TYPE B                |                            |                            |
0240 606.17                  465.000  M   |      32.50000      15112.50|                            |
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0250 606.1722                  2.000  EA  |    1200.00000       2400.00|                            |
  BRIDGE TRANSITION - TYPE 2              |                            |                            |
0260 606.22                   38.000  M   |      55.00000       2090.00|                            |
  GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS   |                            |                            |
0270 606.265                   5.000  EA  |      49.00000        245.00|                            |
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0280 606.35                   15.000  EA  |      28.00000        420.00|                            |
  GUARDRAIL DELINEATOR POST               |                            |                            |
0290 606.752                   7.000  EA  |     900.00000       6300.00|                            |
  WIDEN SHOULDER FOR MODIFIED ECCENTRIC   |                            |                            |
  LOADER TERMINAL                         |                            |                            |
     LETTING DATE : 05/01/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 3
     LOCATION : SHERMAN                                 TABULATION OF BIDS
                                            CONTRACT ID : 010571.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000022             |(       )                   |(      )
                                          |THE LANE CONSTRUCTION CORP. |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 606.76                    7.000  EA  |    1200.00000       8400.00|                            |
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0310 609.31                  160.000  M   |      18.00000       2880.00|                            |
  CURB TYPE 3                             |                            |                            |
0320 610.08                   60.000  M3  |      40.00000       2400.00|                            |
  PLAIN RIPRAP                            |                            |                            |
0330 610.18                   91.000  M3  |      40.00000       3640.00|                            |
  STONE DITCH PROTECTION                  |                            |                            |
0340 613.319                4559.000  M2  |       2.00000       9118.00|                            |
  EROSION CONTROL BLANKET                 |                            |                            |
0350 618.1401                290.000  UN  |      18.00000       5220.00|                            |
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0360 619.1201                290.000  UN  |       8.00000       2320.00|                            |
  MULCH - PLAN QUANTITY                   |                            |                            |
0370 620.58                  562.000  M2  |       3.50000       1967.00|                            |
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0380 627.76                           LUMP|   10000.00000      10000.00|                            |
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0390 629.05                   10.000  MH  |      25.00000        250.00|                            |
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0400 631.10                   10.000  HR  |      45.00000        450.00|                            |
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                            |                            |
0410 631.11                   10.000  HR  |      35.00000        350.00|                            |
  AIR TOOL (INCLUDING OPERATOR)           |                            |                            |
0420 631.12                  200.000  HR  |      80.00000      16000.00|                            |
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0430 631.132                  20.000  HR  |      55.00000       1100.00|                            |
  SMALL BULLDOZER (INCLUDING OPERATOR)    |                            |                            |
0440 631.14                   20.000  HR  |      80.00000       1600.00|                            |
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0450 631.172                 400.000  HR  |      45.00000      18000.00|                            |
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0460 631.18                   10.000  HR  |      35.00000        350.00|                            |
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0470 631.32                   10.000  HR  |     110.00000       1100.00|                            |
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0480 652.31                   20.000  EA  |      50.00000       1000.00|                            |
  TYPE I BARRICADE                        |                            |                            |
0490 652.33                   20.000  EA  |      40.00000        800.00|                            |
  DRUM                                    |                            |                            |
     LETTING DATE : 05/01/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 4
     LOCATION : SHERMAN                                 TABULATION OF BIDS
                                            CONTRACT ID : 010571.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000022             |(       )                   |(      )
                                          |THE LANE CONSTRUCTION CORP. |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0500 652.34                   20.000  EA  |      20.00000        400.00|                            |
  CONE                                    |                            |                            |
0510 652.35                   65.000  M2  |     100.00000       6500.00|                            |
  CONSTRUCTION SIGNS                      |                            |                            |
0520 652.36                   70.000  CD  |     125.00000       8750.00|                            |
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0530 652.38                 1220.000  MH  |      14.00000      17080.00|                            |
  FLAGGER                                 |                            |                            |
0540 656.75                           LUMP|   10000.00000      10000.00|                            |
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0550 659.10                           LUMP|   70000.00000      70000.00|                            |
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $    776,913.50|             $          0.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    776,913.50|             $              |              $
====================================================================================================================================