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     LETTING DATOTHERS40(00)X                    MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 1
     LOCATION : PRESQUE ISLE                            TABULATION OF BIDS
                FORT FAIRFIELD
                ASHLAND                     CONTRACT ID : 009056.00
                TWP 11 R 04 WELS                          =========

                                        COMPLETION DATE : 09/15/01

   PROJECT(S):  STP-9056(00)X           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.                                            $  1,422,909.30     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               17950.000  M2  |       1.95000      35002.50|                            |
  REMOVING PAVEMENT SURFACE               |                            |                            |
0020 202.203                1152.000  M2  |      14.00000      16128.00|                            |
  PAVEMENT BUTT JOINTS                    |                            |                            |
0030 203.202                8340.000  M   |       6.00000      50040.00|                            |
  INSLOPE EXCAVATION                      |                            |                            |
0040 203.203                 998.000  M   |       9.00000       8982.00|                            |
  DITCH EXCAVATION                        |                            |                            |
0050 203.25                   10.000  M3  |      20.00000        200.00|                            |
  GRANULAR BORROW                         |                            |                            |
0060 204.20                 6800.000  M2  |       3.50000      23800.00|                            |
  ADD SHOULDER AGGREGATE TO EXISTING      |                            |                            |
  SHOULDER, PLAN QUANTITY                 |                            |                            |
0070 204.41                21840.000  M2  |       4.50000      98280.00|                            |
  REHABILITATION OF EXISTING SHOULDERS,   |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0080 304.10                  230.000  M3  |      15.00000       3450.00|                            |
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0090 307.331                2124.000  M2  |       2.80000       5947.20|                            |
  COLD IN-PLACE RECYCLED PAVEMENT         |                            |                            |
  (UNTREATED)                             |                            |                            |
0100 403.207                 760.000  MG  |      38.00000      28880.00|                            |
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0110 403.209                 420.000  MG  |      85.00000      35700.00|                            |
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
     LETTING DATE : 05/16/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 2
     LOCATION : PRESQUE ISLE                            TABULATION OF BIDS
                FORT FAIRFIELD
                ASHLAND                     CONTRACT ID : 009056.00
                TWP 11 R 04 WELS                          =========

====================================================================================================================================
                                          |(   1  ) 000022             |(       )                   |(      )
                                          |THE LANE CONSTRUCTION CORP. |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 403.210                9230.000  MG  |      38.85000     358585.50|                            |
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0130 403.211                6515.000  MG  |      39.10000     254736.50|                            |
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0140 403.213                1340.000  MG  |      39.25000      52595.00|                            |
  HOT MIX ASPHALT 12.5 MM NOMINAL MAX     |                            |                            |
  SIZE - BASE                             |                            |                            |
0150 409.15                 7710.000  L   |       1.20000       9252.00|                            |
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0160 411.10                  165.000  M3  |      35.00000       5775.00|                            |
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0170 411.12                    5.000  MG  |      30.00000        150.00|                            |
  CRUSHED STONE SURFACE                   |                            |                            |
0180 603.17                    9.140  M   |     100.00000        914.00|                            |
  450 MM CULVERT PIPE OPTION I            |                            |                            |
0190 603.179                  31.850  M   |     110.00000       3503.50|                            |
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0200 603.199                  13.410  M   |     130.00000       1743.30|                            |
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0210 604.161                  31.000  EA  |     450.00000      13950.00|                            |
  ALTERING CATCH BASIN                    |                            |                            |
0220 604.164                  27.000  EA  |     300.00000       8100.00|                            |
  REBUILDING CATCH BASIN                  |                            |                            |
0230 606.17                 1535.000  M   |      33.00000      50655.00|                            |
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0240 606.35                   40.000  EA  |      30.00000       1200.00|                            |
  GUARDRAIL DELINEATOR POST               |                            |                            |
0250 606.752                  20.000  EA  |     700.00000      14000.00|                            |
  WIDEN SHOULDER FOR MODIFIED ECCENTRIC   |                            |                            |
  LOADER TERMINAL                         |                            |                            |
0260 606.76                   20.000  EA  |    1200.00000      24000.00|                            |
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0270 609.31                 2448.000  M   |      15.00000      36720.00|                            |
  CURB TYPE 3                             |                            |                            |
0280 610.08                   20.000  M3  |      40.00000        800.00|                            |
  PLAIN RIPRAP                            |                            |                            |
0290 610.18                  102.000  M3  |      25.00000       2550.00|                            |
  STONE DITCH PROTECTION                  |                            |                            |
0300 613.319                1225.000  M2  |       2.00000       2450.00|                            |
  TEMPORARY EROSION CONTROL BLANKET       |                            |                            |
     LETTING DATE : 05/16/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 3
     LOCATION : PRESQUE ISLE                            TABULATION OF BIDS
                FORT FAIRFIELD
                ASHLAND                     CONTRACT ID : 009056.00
                TWP 11 R 04 WELS                          =========

====================================================================================================================================
                                          |(   1  ) 000022             |(       )                   |(      )
                                          |THE LANE CONSTRUCTION CORP. |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 618.1401                300.000  UN  |      18.00000       5400.00|                            |
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0320 619.1201                300.000  UN  |      10.00000       3000.00|                            |
  MULCH - PLAN QUANTITY                   |                            |                            |
0330 620.58                  250.000  M2  |       4.00000       1000.00|                            |
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0340 627.711               10560.000  M   |       0.33000       3484.80|                            |
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE (PLAN QUANTITY )           |                            |                            |
0350 627.75                  330.000  M2  |      22.00000       7260.00|                            |
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
0360 627.76                           LUMP|    5000.00000       5000.00|                            |
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0370 629.05                   55.000  MH  |      20.00000       1100.00|                            |
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0380 631.10                   35.000  HR  |      40.00000       1400.00|                            |
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                            |                            |
0390 631.11                   35.000  HR  |      30.00000       1050.00|                            |
  AIR TOOL (INCLUDING OPERATOR)           |                            |                            |
0400 631.12                   55.000  HR  |      90.00000       4950.00|                            |
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0410 631.172                  55.000  HR  |      50.00000       2750.00|                            |
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0420 631.32                   20.000  HR  |     125.00000       2500.00|                            |
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0430 639.19                    1.000  EA  |    5000.00000       5000.00|                            |
  FIELD OFFICE TYPE B                     |                            |                            |
0440 643.86                    8.000  EA  |    1200.00000       9600.00|                            |
  TRAFFIC SIGNAL LOOP DETECTORS           |                            |                            |
0450 652.31                   95.000  EA  |      30.00000       2850.00|                            |
  TYPE I BARRICADE                        |                            |                            |
0460 652.33                  180.000  EA  |      40.00000       7200.00|                            |
  DRUM                                    |                            |                            |
0470 652.34                  180.000  EA  |      20.00000       3600.00|                            |
  CONE                                    |                            |                            |
0480 652.35                  260.000  M2  |      90.00000      23400.00|                            |
  CONSTRUCTION SIGNS                      |                            |                            |
0490 652.36                  170.000  CD  |     125.00000      21250.00|                            |
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
     LETTING DATE : 05/16/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 4
     LOCATION : PRESQUE ISLE                            TABULATION OF BIDS
                FORT FAIRFIELD
                ASHLAND                     CONTRACT ID : 009056.00
                TWP 11 R 04 WELS                          =========

====================================================================================================================================
                                          |(   1  ) 000022             |(       )                   |(      )
                                          |THE LANE CONSTRUCTION CORP. |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0500 652.38                 2735.000  MH  |      15.00000      41025.00|                            |
  FLAGGER                                 |                            |                            |
0510 656.75                           LUMP|   37000.00000      37000.00|                            |
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0520 659.10                           LUMP|   85000.00000      85000.00|                            |
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $  1,422,909.30|             $          0.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  1,422,909.30|             $              |              $
====================================================================================================================================