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     LETTING DATE : 05/22/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 1
     LOCATION : ASHLAND                                 TABULATION OF BIDS
                NASHVILLE PLT
                                            CONTRACT ID : 009693.00                                     COMPLETION DATE : 10/02/02
                                                          =========
   PROJECT(S):  STP-9693(00)X           COUNTIE(S) : AROOSTOOK                      MAINE STATE DEPARTMENT OF TRANSPORTATION
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  LEVEL 2 RESURFACING                                                           NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000022         THE LANE CONSTRUCTION CORP.                                            $  1,399,549.27     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                7550.000  M2  |       2.85000      21517.50|                            |
  REMOVING PAVEMENT SURFACE               |                            |                            |
0020 202.203                 220.000  M2  |      11.00000       2420.00|                            |
  PAVEMENT BUTT JOINTS                    |                            |                            |
0030 203.20                 1390.000  M3  |      10.00000      13900.00|                            |
  COMMON EXCAVATION                       |                            |                            |
0040 203.202                7430.000  M   |       9.00000      66870.00|                            |
  INSLOPE EXCAVATION                      |                            |                            |
0050 203.2025                830.000  M   |      10.00000       8300.00|                            |
  INSLOPE EXCAVATION - GUARDRAIL          |                            |                            |
0060 203.203                4610.000  M   |      12.00000      55320.00|                            |
  DITCH EXCAVATION                        |                            |                            |
0070 204.41                21770.000  M2  |       3.60000      78372.00|                            |
  REHABILITATION OF EXISTING SHOULDERS,   |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0080 304.10                 1650.000  M3  |      20.00000      33000.00|                            |
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0090 304.103                 370.000  M3  |      21.00000       7770.00|                            |
  AGGREGATE SUBBASE - GRAVEL (TRUCK       |                            |                            |
  MEASURE)                                |                            |                            |
0100 307.32                40050.000  M2  |       2.65000     106132.50|                            |
  COLD IN-PLACE RECYCLED MATERIAL         |                            |                            |
  (UNTREATED) TRAVELWAY                   |                            |                            |
0110 403.209                 150.000  MG  |     100.00000      15000.00|                            |
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
     LETTING DATE : 05/22/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 2
     LOCATION : ASHLAND                                 TABULATION OF BIDS
                NASHVILLE PLT
                                            CONTRACT ID : 009693.00
                                                          =========
====================================================================================================================================
                                          |(   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                8890.000  MG  |      46.50000     413385.00|                            |
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0130 403.211                 410.000  MG  |      46.80000      19188.00|                            |
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0140 403.213                4570.000  MG  |      45.50000     207935.00|                            |
  HOT MIX ASPHALT 12.5 MM, BASE           |                            |                            |
0150 409.15                 9610.000  L   |       1.40000      13454.00|                            |
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0160 411.10                  650.000  M3  |      25.00000      16250.00|                            |
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0170 411.12                   10.000  MG  |      45.00000        450.00|                            |
  CRUSHED STONE SURFACE                   |                            |                            |
0180 603.16                    9.140  M   |      90.00000        822.60|                            |
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0190 603.17                   62.620  M   |     125.00000       7827.50|                            |
  450 MM CULVERT PIPE OPTION I            |                            |                            |
0200 603.179                  51.820  M   |     195.00000      10104.90|                            |
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0210 603.209                  21.340  M   |     300.00000       6402.00|                            |
  750 MM CULVERT PIPE OPTION III          |                            |                            |
0220 603.7315                 32.910  M   |      95.00000       3126.45|                            |
  REMOVE & RELAY 375 MM METAL PIPE        |                            |                            |
0230 603.7318                 10.970  M   |     120.00000       1316.40|                            |
  REMOVE & RELAY 450 MM METAL PIPE        |                            |                            |
0240 604.164                   1.000  EA  |    1100.00000       1100.00|                            |
  REBUILDING CATCH BASIN                  |                            |                            |
0250 604.18                    2.000  EA  |     600.00000       1200.00|                            |
  ADJUSTING MANHOLE OR CATCH BASIN TO     |                            |                            |
  GRADE                                   |                            |                            |
0260 606.17                  182.880  M   |      32.50000       5943.60|                            |
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0270 606.178                 232.410  M   |      20.00000       4648.20|                            |
  GUARDRAIL BEAM                          |                            |                            |
0280 606.21                   22.860  M   |      38.00000        868.68|                            |
  GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES |                            |                            |
0290 606.22                    7.620  M   |      37.00000        281.94|                            |
  GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS   |                            |                            |
0300 606.265                   4.000  EA  |      35.00000        140.00|                            |
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
     LETTING DATE : 05/22/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 3
     LOCATION : ASHLAND                                 TABULATION OF BIDS
                NASHVILLE PLT
                                            CONTRACT ID : 009693.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000022             |(       )                   |(      )
                                          |THE LANE CONSTRUCTION CORP. |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 606.35                   24.000  EA  |      30.00000        720.00|                            |
  GUARDRAIL DELINEATOR POST               |                            |                            |
0320 606.357                 609.600  M   |       5.00000       3048.00|                            |
  GUARDRAIL, MODIFY, TYPE 3B              |                            |                            |
0330 606.367                  35.000  EA  |      41.00000       1435.00|                            |
  REPLACE UNUSABLE EXISTING GUARDRAIL     |                            |                            |
  POSTS                                   |                            |                            |
0340 606.752                   1.000  EA  |    1000.00000       1000.00|                            |
  WIDEN SHOULDER FOR MODIFIED ECCENTRIC   |                            |                            |
  LOADER TERMINAL                         |                            |                            |
0350 606.76                    4.000  EA  |    1400.00000       5600.00|                            |
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0360 606.778                   1.000  EA  |     500.00000        500.00|                            |
  BUFFER ENDS                             |                            |                            |
0370 609.31                  210.000  M   |      18.00000       3780.00|                            |
  CURB TYPE 3                             |                            |                            |
0380 609.40                   51.000  M   |     100.00000       5100.00|                            |
  RESET CURB TYPE 5                       |                            |                            |
0390 610.08                   60.000  M3  |      50.00000       3000.00|                            |
  PLAIN RIPRAP                            |                            |                            |
0400 613.319                5540.000  M2  |       2.00000      11080.00|                            |
  EROSION CONTROL BLANKET                 |                            |                            |
0410 615.07                   79.000  M3  |      35.00000       2765.00|                            |
  LOAM                                    |                            |                            |
0420 618.1301                 16.000  UN  |      30.00000        480.00|                            |
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0430 618.1401                592.000  UN  |      14.00000       8288.00|                            |
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0440 619.1201                608.000  UN  |       9.00000       5472.00|                            |
  MULCH - PLAN QUANTITY                   |                            |                            |
0450 620.54                 1470.000  M2  |       4.50000       6615.00|                            |
  STABILIZATION GEOTEXTILE                |                            |                            |
0460 620.58                  114.000  M2  |       5.00000        570.00|                            |
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0470 627.76                           LUMP|   10000.00000      10000.00|                            |
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0480 629.05                   30.000  MH  |      25.00000        750.00|                            |
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0490 631.10                   10.000  HR  |      40.00000        400.00|                            |
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                            |                            |
     LETTING DATE : 05/22/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 4
     LOCATION : ASHLAND                                 TABULATION OF BIDS
                NASHVILLE PLT
                                            CONTRACT ID : 009693.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000022             |(       )                   |(      )
                                          |THE LANE CONSTRUCTION CORP. |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0500 631.11                   10.000  HR  |      40.00000        400.00|                            |
  AIR TOOL (INCLUDING OPERATOR)           |                            |                            |
0510 631.12                   20.000  HR  |     110.00000       2200.00|                            |
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0520 631.14                   20.000  HR  |      80.00000       1600.00|                            |
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0530 631.172                  20.000  HR  |      55.00000       1100.00|                            |
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0540 631.18                   10.000  HR  |      40.00000        400.00|                            |
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0550 631.32                   20.000  HR  |     120.00000       2400.00|                            |
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0560 639.19                    1.000  EA  |    7000.00000       7000.00|                            |
  FIELD OFFICE TYPE B                     |                            |                            |
0570 652.31                   20.000  EA  |      60.00000       1200.00|                            |
  TYPE I BARRICADE                        |                            |                            |
0580 652.33                   20.000  EA  |      60.00000       1200.00|                            |
  DRUM                                    |                            |                            |
0590 652.34                   40.000  EA  |      30.00000       1200.00|                            |
  CONE                                    |                            |                            |
0600 652.35                   90.000  M2  |     180.00000      16200.00|                            |
  CONSTRUCTION SIGNS                      |                            |                            |
0610 652.36                  100.000  CD  |     210.00000      21000.00|                            |
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0620 652.38                 2000.000  MH  |      15.00000      30000.00|                            |
  FLAGGER                                 |                            |                            |
0630 656.75                           LUMP|   30000.00000      30000.00|                            |
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0640 659.10                           LUMP|   90000.00000      90000.00|                            |
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $  1,399,549.27|             $          0.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  1,399,549.27|             $              |              $
====================================================================================================================================