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     LETTING DATE : 06/07/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/04/01
                                                                                                                   PAGE : 1
     LOCATION : MT CHASE                                TABULATION OF BIDS
                MERRILL
                                            CONTRACT ID : 008353.40
                                                          =========


   PROJECT(S):  STP-8353(40)X           COUNTIE(S) : AROOSTOOK                   MAINE STATE DEPTARTMENT OF TRANSPORTATION

                                                     PENOBSCOT                   A TRUE COPY : __________________________

                                                                                       TITLE : __________________________

                                                                                 ATTEST : _______________________________
     CONTRACT DESCRIPTION : HIGHWAY IMPROVEMENTS                                                 NOTARY PUBLIC

  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000022         THE LANE CONSTRUCTION CORP.                                            $  5,443,519.22     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 107.27                           LUMP|  100000.00000     100000.00|                            |
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0020 201.23                    5.000  EA  |     235.00000       1175.00|                            |
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0030 201.24                    8.000  EA  |     150.00000       1200.00|                            |
  REMOVING STUMP                          |                            |                            |
0040 202.203                 960.000  M2  |       7.00000       6720.00|                            |
  PAVEMENT BUTT JOINTS                    |                            |                            |
0050 203.20                 9072.000  M3  |      15.00000     136080.00|                            |
  COMMON EXCAVATION                       |                            |                            |
0060 203.202               20300.000  M   |      10.00000     203000.00|                            |
  INSLOPE EXCAVATION                      |                            |                            |
0070 203.203               16499.000  M   |      12.00000     197988.00|                            |
  DITCH EXCAVATION                        |                            |                            |
0080 203.21                  347.000  M3  |      40.00000      13880.00|                            |
  ROCK EXCAVATION                         |                            |                            |
0090 203.25                  405.000  M3  |      11.50000       4657.50|                            |
  GRANULAR BORROW                         |                            |                            |
0100 206.061                  70.000  M3  |      16.75000       1172.50|                            |
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                            |                            |
  AND MINOR STRUCTURES, BELOW GRADE       |                            |                            |
0110 206.07                   20.000  M3  |     235.00000       4700.00|                            |
  STRUCTURAL ROCK EXCAVATION - DRAINAGE   |                            |                            |
  AND MINOR STRUCTURES                    |                            |                            |
     LETTING DATE : 06/07/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/04/01
                                                                                                                   PAGE : 2
     LOCATION : MT CHASE                                TABULATION OF BIDS
                MERRILL
                                            CONTRACT ID : 008353.40
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000022             |(       )                   |(      )
                                          |THE LANE CONSTRUCTION CORP. |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 304.10                12505.000  M3  |      19.00000     237595.00|                            |
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0130 304.103                2650.000  M3  |      25.00000      66250.00|                            |
  AGGREGATE SUBBASE - GRAVEL (TRUCK       |                            |                            |
  MEASURE)                                |                            |                            |
0140 307.331              168480.000  M2  |       3.40000     572832.00|                            |
  COLD IN-PLACE RECYCLED PAVEMENT         |                            |                            |
  (UNTREATED)                             |                            |                            |
0150 403.207               23110.000  MG  |      40.50000     935955.00|                            |
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0160 403.208               39790.000  MG  |      41.40000    1647306.00|                            |
  HOT MIX ASPHALT 12.5 MM NOMINAL MAX SIZ |                            |                            |
0170 403.209                 161.000  MG  |      90.00000      14490.00|                            |
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0180 403.211                2650.000  MG  |      43.60000     115540.00|                            |
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0190 409.15                15260.000  L   |       1.10000      16786.00|                            |
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0200 411.10                  335.000  M3  |      20.00000       6700.00|                            |
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0210 603.16                  166.370  M   |     135.00000      22459.95|                            |
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0220 603.169                  31.090  M   |     185.00000       5751.65|                            |
  375 MM CULVERT PIPE OPTION III          |                            |                            |
0230 603.17                  211.470  M   |     146.00000      30874.62|                            |
  450 MM CULVERT PIPE OPTION I            |                            |                            |
0240 603.179                 285.730  M   |     183.00000      52288.59|                            |
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0250 603.19                  106.050  M   |     180.00000      19089.00|                            |
  600 MM CULVERT PIPE OPTION I            |                            |                            |
0260 603.199                 180.460  M   |     205.00000      36994.30|                            |
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0270 603.20                   17.070  M   |     335.00000       5718.45|                            |
  750 MM CULVERT PIPE OPTION I            |                            |                            |
0280 603.209                  20.120  M   |     300.00000       6036.00|                            |
  750 MM CULVERT PIPE OPTION III          |                            |                            |
0290 603.219                  17.070  M   |     430.00000       7340.10|                            |
  900 MM CULVERT PIPE OPTION III          |                            |                            |
0300 606.17                 1786.890  M   |      28.00000      50032.92|                            |
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
     LETTING DATE : 06/07/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/04/01
                                                                                                                   PAGE : 3
     LOCATION : MT CHASE                                TABULATION OF BIDS
                MERRILL
                                            CONTRACT ID : 008353.40
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000022             |(       )                   |(      )
                                          |THE LANE CONSTRUCTION CORP. |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 606.178                  22.860  M   |      16.00000        365.76|                            |
  GUARDRAIL BEAM                          |                            |                            |
0320 606.21                    7.620  M   |      34.00000        259.08|                            |
  GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES |                            |                            |
0330 606.265                   1.000  EA  |      25.00000         25.00|                            |
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0340 606.35                   71.000  EA  |      20.00000       1420.00|                            |
  GUARDRAIL DELINEATOR POST               |                            |                            |
0350 606.752                  32.000  EA  |    1065.00000      34080.00|                            |
  WIDEN SHOULDER FOR MODIFIED ECCENTRIC   |                            |                            |
  LOADER TERMINAL                         |                            |                            |
0360 606.76                   35.000  EA  |     992.75000      34746.25|                            |
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0370 610.08                  440.000  M3  |      40.00000      17600.00|                            |
  PLAIN RIPRAP                            |                            |                            |
0380 610.18                 4104.000  M3  |      45.00000     184680.00|                            |
  STONE DITCH PROTECTION                  |                            |                            |
0390 613.319               14710.000  M2  |       1.50000      22065.00|                            |
  TEMPORARY EROSION CONTROL BLANKET       |                            |                            |
0400 615.07                  590.000  M3  |      28.00000      16520.00|                            |
  LOAM                                    |                            |                            |
0410 618.1301                 70.000  UN  |      17.00000       1190.00|                            |
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0420 618.1401               1904.000  UN  |      16.00000      30464.00|                            |
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0430 619.1201               1984.000  UN  |       7.45000      14780.80|                            |
  MULCH - PLAN QUANTITY                   |                            |                            |
0440 620.54                21905.000  M2  |       1.00000      21905.00|                            |
  STABILIZATION GEOTEXTILE                |                            |                            |
0450 620.58                 3520.000  M2  |       2.50000       8800.00|                            |
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0460 627.711               73625.000  M   |       0.23000      16933.75|                            |
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE (PLAN QUANTITY )           |                            |                            |
0470 627.811                5230.000  EA  |       3.00000      15690.00|                            |
  TEMPORARY BI-DIRECTIONAL YELLOW         |                            |                            |
  DELINEATORS                             |                            |                            |
0480 629.05                   65.000  MH  |      20.00000       1300.00|                            |
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0490 631.10                   30.000  HR  |      40.00000       1200.00|                            |
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                            |                            |
     LETTING DATE : 06/07/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/04/01
                                                                                                                   PAGE : 4
     LOCATION : MT CHASE                                TABULATION OF BIDS
                MERRILL
                                            CONTRACT ID : 008353.40
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000022             |(       )                   |(      )
                                          |THE LANE CONSTRUCTION CORP. |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0500 631.11                   25.000  HR  |      24.00000        600.00|                            |
  AIR TOOL (INCLUDING OPERATOR)           |                            |                            |
0510 631.12                   65.000  HR  |     125.00000       8125.00|                            |
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0520 631.14                   25.000  HR  |     135.00000       3375.00|                            |
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0530 631.172                  90.000  HR  |      50.00000       4500.00|                            |
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0540 631.18                   80.000  HR  |      29.00000       2320.00|                            |
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0550 631.21                   25.000  HR  |      40.00000       1000.00|                            |
  ROAD BROOM (INCLUDING OPERATORS AND     |                            |                            |
  HAULER)                                 |                            |                            |
0560 631.32                   67.000  HR  |     175.00000      11725.00|                            |
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0570 637.071                          LUMP|    6000.00000       6000.00|                            |
  DUST CONTROL                            |                            |                            |
0580 639.19                    1.000  EA  |    6000.00000       6000.00|                            |
  FIELD OFFICE TYPE B                     |                            |                            |
0590 639.21                           LUMP|    4000.00000       4000.00|                            |
  TESTING FACILITIES SOILS                |                            |                            |
0600 652.31                   86.000  EA  |      35.00000       3010.00|                            |
  TYPE I BARRICADE                        |                            |                            |
0610 652.33                   79.000  EA  |      35.00000       2765.00|                            |
  DRUM                                    |                            |                            |
0620 652.34                  230.000  EA  |      25.00000       5750.00|                            |
  CONE                                    |                            |                            |
0630 652.35                  214.000  M2  |      90.00000      19260.00|                            |
  CONSTRUCTION SIGNS                      |                            |                            |
0640 652.36                  230.000  CD  |     150.00000      34500.00|                            |
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0650 652.38                 5740.000  MH  |      14.80000      84952.00|                            |
  FLAGGER                                 |                            |                            |
0660 659.10                           LUMP|  300000.00000     300000.00|                            |
  MOBILIZATION                            |                            |                            |
0670 660.21                 1000.000  MH  |       1.00000       1000.00|                            |
  ON-THE-JOB TRAINING (BID)               |                            |                            |
     SECTION TOTALS                       |             $  5,443,519.22|             $          0.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  5,443,519.22|             $              |              $
====================================================================================================================================