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     LETTING DATE : 05/23/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 1
     LOCATION : ISLAND FALLS                            TABULATION OF BIDS
                DYER BROOK
                MERRILL                     CONTRACT ID : 007583.00
                SMYRNA                                    =========

                                        COMPLETION DATE : 10/06/01

   PROJECT(S):  STP-7583(00)X           COUNTIE(S) : AROOSTOOK                   MAINE STATE DEPTARTMENT OF TRANSPORTATION

                                                                                 A TRUE COPY : __________________________

                                                                                       TITLE : __________________________

     CONTRACT DESCRIPTION : LEVEL 1 RESURFACING                                  ATTEST : _______________________________
                                                                                                 NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000022         THE LANE CONSTRUCTION CORP.                                            $  1,528,932.76     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                1572.000  M2  |       3.00000       4716.00|                            |
  REMOVING PAVEMENT SURFACE               |                            |                            |
0020 202.203                 473.000  M2  |      14.00000       6622.00|                            |
  PAVEMENT BUTT JOINTS                    |                            |                            |
0030 203.202                  60.000  M   |      12.00000        720.00|                            |
  INSLOPE EXCAVATION                      |                            |                            |
0040 203.203                 600.000  M   |      14.00000       8400.00|                            |
  DITCH EXCAVATION                        |                            |                            |
0050 203.25                   25.000  M3  |      30.00000        750.00|                            |
  GRANULAR BORROW                         |                            |                            |
0060 204.20                64970.000  M2  |       3.90000     253383.00|                            |
  ADD SHOULDER AGGREGATE TO EXISTING      |                            |                            |
  SHOULDER, PLAN QUANTITY                 |                            |                            |
0070 204.41                 3165.000  M2  |       3.50000      11077.50|                            |
  REHABILITATION OF EXISTING SHOULDERS,   |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0080 205.51                   60.000  M2  |      30.00000       1800.00|                            |
  WIDENING OF EXISTING SHOULDER           |                            |                            |
0090 403.209                 260.000  MG  |      85.00000      22100.00|                            |
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0100 403.210               14550.000  MG  |      40.45000     588547.50|                            |
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0110 403.211                7370.000  MG  |      40.45000     298116.50|                            |
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
     LETTING DATE : 05/23/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 2
     LOCATION : ISLAND FALLS                            TABULATION OF BIDS
                DYER BROOK
                MERRILL                     CONTRACT ID : 007583.00
                SMYRNA                                    =========

====================================================================================================================================
                                          |(   1  ) 000022             |(       )                   |(      )
                                          |THE LANE CONSTRUCTION CORP. |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 409.15                18430.000  L   |       1.20000      22116.00|                            |
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0130 411.10                  560.000  M3  |      36.00000      20160.00|                            |
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0140 603.16                    9.800  M   |     150.00000       1470.00|                            |
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0150 603.199                  26.820  M   |     240.00000       6436.80|                            |
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0160 604.161                   8.000  EA  |     380.00000       3040.00|                            |
  ALTERING CATCH BASIN                    |                            |                            |
0170 606.17                 1055.370  M   |      38.00000      40104.06|                            |
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0180 606.178                  30.480  M   |      37.00000       1127.76|                            |
  GUARDRAIL BEAM                          |                            |                            |
0190 606.22                   30.480  M   |      38.00000       1158.24|                            |
  GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS   |                            |                            |
0200 606.265                   4.000  EA  |      35.00000        140.00|                            |
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0210 606.35                   28.000  EA  |      34.00000        952.00|                            |
  GUARDRAIL DELINEATOR POST               |                            |                            |
0220 606.367                  20.000  EA  |      34.00000        680.00|                            |
  REPLACE UNUSABLE EXISTING GUARDRAIL     |                            |                            |
  POSTS                                   |                            |                            |
0230 606.752                  12.000  EA  |    1200.00000      14400.00|                            |
  WIDEN SHOULDER FOR MODIFIED ECCENTRIC   |                            |                            |
  LOADER TERMINAL                         |                            |                            |
0240 606.76                   12.000  EA  |    1400.00000      16800.00|                            |
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0250 609.31                   60.000  M   |      17.00000       1020.00|                            |
  CURB TYPE 3                             |                            |                            |
0260 610.08                    6.000  M3  |      75.00000        450.00|                            |
  PLAIN RIPRAP                            |                            |                            |
0270 613.319                 732.000  M2  |       2.70000       1976.40|                            |
  TEMPORARY EROSION CONTROL BLANKET       |                            |                            |
0280 618.1401                 27.000  UN  |      50.00000       1350.00|                            |
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0290 619.1201                 27.000  UN  |      25.00000        675.00|                            |
  MULCH - PLAN QUANTITY                   |                            |                            |
0300 627.75                   16.000  M2  |      85.00000       1360.00|                            |
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
     LETTING DATE : 05/23/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 3
     LOCATION : ISLAND FALLS                            TABULATION OF BIDS
                DYER BROOK
                MERRILL                     CONTRACT ID : 007583.00
                SMYRNA                                    =========

====================================================================================================================================
                                          |(   1  ) 000022             |(       )                   |(      )
                                          |THE LANE CONSTRUCTION CORP. |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 627.76                           LUMP|    9000.00000       9000.00|                            |
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0320 631.12                   10.000  HR  |      85.00000        850.00|                            |
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0330 631.14                   10.000  HR  |      75.00000        750.00|                            |
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0340 631.172                  10.000  HR  |      50.00000        500.00|                            |
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0350 639.19                    1.000  EA  |    5000.00000       5000.00|                            |
  FIELD OFFICE TYPE B                     |                            |                            |
0360 652.31                   35.000  EA  |      40.00000       1400.00|                            |
  TYPE I BARRICADE                        |                            |                            |
0370 652.33                   35.000  EA  |      35.00000       1225.00|                            |
  DRUM                                    |                            |                            |
0380 652.34                   60.000  EA  |      15.00000        900.00|                            |
  CONE                                    |                            |                            |
0390 652.35                  139.000  M2  |      91.00000      12649.00|                            |
  CONSTRUCTION SIGNS                      |                            |                            |
0400 652.36                   75.000  CD  |     150.00000      11250.00|                            |
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0410 652.38                 2360.000  MH  |      16.00000      37760.00|                            |
  FLAGGER                                 |                            |                            |
0420 656.75                           LUMP|   20000.00000      20000.00|                            |
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0430 659.10                           LUMP|   96000.00000      96000.00|                            |
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $  1,528,932.76|             $          0.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  1,528,932.76|             $              |              $
====================================================================================================================================