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     LETTING DATOTHERS57(00)X                    MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 1
     LOCATION : VAN BUREN                               TABULATION OF BIDS
                CARIBOU
                WOODLAND                    CONTRACT ID : 009052.00
                NEW SWEDEN                                =========

                                        COMPLETION DATE : 10/06/01

   PROJECT(S):  NH-9052(00)E            COUNTIE(S) : AROOSTOOK                   MAINE STATE DEPTARTMENT OF TRANSPORTATION

                                                                                 A TRUE COPY : __________________________

                                                                                       TITLE : __________________________

     CONTRACT DESCRIPTION : LEVEL 2 RESURFACING                                  ATTEST : _______________________________
                                                                                                 NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000022         THE LANE CONSTRUCTION CORP.                                            $  1,641,793.70     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 202.203                1426.000  M2  |      14.00000      19964.00|                            |
  PAVEMENT BUTT JOINTS                    |                            |                            |
0020 203.202               13287.000  M   |       6.50000      86365.50|                            |
  INSLOPE EXCAVATION                      |                            |                            |
0030 203.203                9473.000  M   |       8.00000      75784.00|                            |
  DITCH EXCAVATION                        |                            |                            |
0040 204.41                28730.000  M2  |       4.85000     139340.50|                            |
  REHABILITATION OF EXISTING SHOULDERS,   |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0050 304.103                 480.000  M3  |      16.00000       7680.00|                            |
  AGGREGATE SUBBASE - GRAVEL (TRUCK       |                            |                            |
  MEASURE)                                |                            |                            |
0060 403.207                  42.000  MG  |      60.00000       2520.00|                            |
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0070 403.209                 690.000  MG  |      85.00000      58650.00|                            |
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0080 403.210               10690.000  MG  |      39.90000     426531.00|                            |
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0090 403.211                8560.000  MG  |      39.90000     341544.00|                            |
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0100 409.15                 8450.000  L   |       1.25000      10562.50|                            |
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0110 411.10                  320.000  M3  |      28.00000       8960.00|                            |
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
     LETTING DATE : 05/16/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 2
     LOCATION : VAN BUREN                               TABULATION OF BIDS
                CARIBOU
                WOODLAND                    CONTRACT ID : 009052.00
                NEW SWEDEN                                =========

====================================================================================================================================
                                          |(   1  ) 000022             |(       )                   |(      )
                                          |THE LANE CONSTRUCTION CORP. |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 411.12                   44.000  MG  |      25.00000       1100.00|                            |
  CRUSHED STONE SURFACE                   |                            |                            |
0130 603.16                  271.190  M   |      85.00000      23051.15|                            |
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0140 603.17                   78.020  M   |     100.00000       7802.00|                            |
  450 MM CULVERT PIPE OPTION I            |                            |                            |
0150 603.179                   8.540  M   |     110.00000        939.40|                            |
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0160 603.19                   46.940  M   |     120.00000       5632.80|                            |
  600 MM CULVERT PIPE OPTION I            |                            |                            |
0170 603.199                  20.120  M   |     130.00000       2615.60|                            |
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0180 603.209                  23.650  M   |     150.00000       3547.50|                            |
  750 MM CULVERT PIPE OPTION III          |                            |                            |
0190 603.219                   2.400  M   |     200.00000        480.00|                            |
  900 MM CULVERT PIPE OPTION III          |                            |                            |
0200 603.7315                 56.670  M   |      75.00000       4250.25|                            |
  REMOVE & RELAY 375 MM METAL PIPE        |                            |                            |
0210 603.7318                 43.880  M   |      80.00000       3510.40|                            |
  REMOVE & RELAY 450 MM METAL PIPE        |                            |                            |
0220 603.7324                  9.140  M   |     100.00000        914.00|                            |
  REMOVE AND RELAY 600 MM METAL PIPE      |                            |                            |
0230 603.734                   3.700  M   |     225.00000        832.50|                            |
  REMOVE AND RELAY 1200 MM METAL PIPE     |                            |                            |
0240 604.161                  31.000  EA  |     500.00000      15500.00|                            |
  ALTERING CATCH BASIN                    |                            |                            |
0250 604.164                   3.000  EA  |     600.00000       1800.00|                            |
  REBUILDING CATCH BASIN                  |                            |                            |
0260 604.18                   18.000  EA  |     350.00000       6300.00|                            |
  ADJUSTING MANHOLE OR CATCH BASIN TO     |                            |                            |
  GRADE                                   |                            |                            |
0270 604.182                  49.000  EA  |     150.00000       7350.00|                            |
  CLEAN EXISTING CATCH BASIN AND MANHOLE  |                            |                            |
0280 606.17                  415.290  M   |      40.00000      16611.60|                            |
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0290 606.178                  11.430  M   |      16.00000        182.88|                            |
  GUARDRAIL BEAM                          |                            |                            |
0300 606.21                   30.860  M   |      45.00000       1388.70|                            |
  GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES |                            |                            |
0310 606.265                   3.000  EA  |      30.00000         90.00|                            |
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
     LETTING DATE : 05/16/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 3
     LOCATION : VAN BUREN                               TABULATION OF BIDS
                CARIBOU
                WOODLAND                    CONTRACT ID : 009052.00
                NEW SWEDEN                                =========

====================================================================================================================================
                                          |(   1  ) 000022             |(       )                   |(      )
                                          |THE LANE CONSTRUCTION CORP. |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0320 606.35                   20.000  EA  |      30.00000        600.00|                            |
  GUARDRAIL DELINEATOR POST               |                            |                            |
0330 606.364                 210.110  M   |      22.00000       4622.42|                            |
  GUARDRAIL REMOVE, MODIFY AND RESET,     |                            |                            |
  TYPE 3B                                 |                            |                            |
0340 606.367                  10.000  EA  |      30.00000        300.00|                            |
  REPLACE UNUSABLE EXISTING GUARDRAIL     |                            |                            |
  POSTS                                   |                            |                            |
0350 606.752                   7.000  EA  |     800.00000       5600.00|                            |
  WIDEN SHOULDER FOR MODIFIED ECCENTRIC   |                            |                            |
  LOADER TERMINAL                         |                            |                            |
0360 606.76                    7.000  EA  |    1100.00000       7700.00|                            |
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0370 609.31                 1841.000  M   |      16.00000      29456.00|                            |
  CURB TYPE 3                             |                            |                            |
0380 610.08                   40.000  M3  |      40.00000       1600.00|                            |
  PLAIN RIPRAP                            |                            |                            |
0390 610.18                   30.000  M3  |      25.00000        750.00|                            |
  STONE DITCH PROTECTION                  |                            |                            |
0400 613.319               11370.000  M2  |       2.00000      22740.00|                            |
  TEMPORARY EROSION CONTROL BLANKET       |                            |                            |
0410 615.07                  600.000  M3  |      28.00000      16800.00|                            |
  LOAM                                    |                            |                            |
0420 618.1301                 25.000  UN  |      14.00000        350.00|                            |
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0430 618.1401                960.000  UN  |      16.00000      15360.00|                            |
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0440 619.1201                985.000  UN  |      10.00000       9850.00|                            |
  MULCH - PLAN QUANTITY                   |                            |                            |
0450 620.58                   80.000  M2  |       4.00000        320.00|                            |
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0460 627.76                           LUMP|    4000.00000       4000.00|                            |
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0470 629.05                   20.000  MH  |      20.00000        400.00|                            |
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0480 631.10                   10.000  HR  |      40.00000        400.00|                            |
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                            |                            |
0490 631.11                   10.000  HR  |      30.00000        300.00|                            |
  AIR TOOL (INCLUDING OPERATOR)           |                            |                            |
0500 631.12                   10.000  HR  |      90.00000        900.00|                            |
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
     LETTING DATE : 05/16/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 4
     LOCATION : VAN BUREN                               TABULATION OF BIDS
                CARIBOU
                WOODLAND                    CONTRACT ID : 009052.00
                NEW SWEDEN                                =========

====================================================================================================================================
                                          |(   1  ) 000022             |(       )                   |(      )
                                          |THE LANE CONSTRUCTION CORP. |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0510 631.14                   10.000  HR  |      75.00000        750.00|                            |
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0520 631.172                  15.000  HR  |      50.00000        750.00|                            |
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0530 631.18                   15.000  HR  |      30.00000        450.00|                            |
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0540 631.32                   94.000  HR  |     125.00000      11750.00|                            |
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0550 639.19                    1.000  EA  |    5000.00000       5000.00|                            |
  FIELD OFFICE TYPE B                     |                            |                            |
0560 652.31                   50.000  EA  |      35.00000       1750.00|                            |
  TYPE I BARRICADE                        |                            |                            |
0570 652.33                   20.000  EA  |      40.00000        800.00|                            |
  DRUM                                    |                            |                            |
0580 652.34                  130.000  EA  |      20.00000       2600.00|                            |
  CONE                                    |                            |                            |
0590 652.35                  243.000  M2  |      90.00000      21870.00|                            |
  CONSTRUCTION SIGNS                      |                            |                            |
0600 652.36                  130.000  CD  |     150.00000      19500.00|                            |
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0610 652.38                 2950.000  MH  |      15.50000      45725.00|                            |
  FLAGGER                                 |                            |                            |
0620 656.75                           LUMP|   32000.00000      32000.00|                            |
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0630 659.10                           LUMP|   95000.00000      95000.00|                            |
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $  1,641,793.70|             $          0.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  1,641,793.70|             $              |              $
====================================================================================================================================