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     LETTING DATE : 06/26/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 1
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 010576.00                                     COMPLETION DATE : 05/23/03
                                                          =========
   PROJECT(S):  STP-1057(600)X          COUNTIE(S) : HANCOCK                        MAINE STATE DEPARTMENT OF TRANSPORTATION
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  LEVEL 2 OVERLAY                                                               NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000022         THE LANE CONSTRUCTION CORP.                                            $  2,645,439.50     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                 875.000  M2  |      14.00000      12250.00|                            |
  PAVEMENT BUTT JOINTS                    |                            |                            |
0020 203.203               11350.000  M   |       9.00000     102150.00|                            |
  DITCH EXCAVATION                        |                            |                            |
0030 307.41                92140.000  M2  |       6.54000     602595.60|                            |
  COLD IN-PLACE RECYCLED PAVEMENT (WITH   |                            |                            |
  FOAMED ASPHALT)                         |                            |                            |
0040 403.209                 100.000  MG  |      85.00000       8500.00|                            |
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0050 403.210                8452.000  MG  |      42.85000     362168.20|                            |
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0060 403.213               11348.000  MG  |      42.65000     483992.20|                            |
  HOT MIX ASPHALT 12.5 MM, BASE           |                            |                            |
0070 409.15                 9755.000  L   |       1.40000      13657.00|                            |
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0080 411.10                   75.000  M3  |      45.00000       3375.00|                            |
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0090 603.16                 1058.000  M   |     130.00000     137540.00|                            |
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0100 603.169                  37.900  M   |     280.00000      10612.00|                            |
  375 MM CULVERT PIPE OPTION III          |                            |                            |
0110 603.17                   36.000  M   |     140.00000       5040.00|                            |
  450 MM CULVERT PIPE OPTION I            |                            |                            |
     LETTING DATE : 06/26/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 2
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 010576.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000022             |(       )                   |(      )
                                          |THE LANE CONSTRUCTION CORP. |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 603.179                  55.500  M   |     490.00000      27195.00|                            |
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0130 603.199                 140.100  M   |     510.00000      71451.00|                            |
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0140 603.209                  46.800  M   |    1000.00000      46800.00|                            |
  750 MM CULVERT PIPE OPTION III          |                            |                            |
0150 603.219                  14.300  M   |    1000.00000      14300.00|                            |
  900 MM CULVERT PIPE OPTION III          |                            |                            |
0160 603.249                  30.800  M   |    1100.00000      33880.00|                            |
  1350 MM CULVERT PIPE OPTION III         |                            |                            |
0170 606.17                 5964.000  M   |      34.00000     202776.00|                            |
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0180 606.21                  678.000  M   |      38.00000      25764.00|                            |
  GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES |                            |                            |
0190 606.22                  282.000  M   |      38.00000      10716.00|                            |
  GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS   |                            |                            |
0200 606.265                 114.000  EA  |      35.00000       3990.00|                            |
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0210 606.35                   58.000  EA  |      30.00000       1740.00|                            |
  GUARDRAIL DELINEATOR POST               |                            |                            |
0220 606.752                  12.000  EA  |    1100.00000      13200.00|                            |
  WIDEN SHOULDER FOR MODIFIED ECCENTRIC   |                            |                            |
  LOADER TERMINAL                         |                            |                            |
0230 606.76                   12.000  EA  |    1400.00000      16800.00|                            |
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0240 609.31                 1347.000  M   |      17.00000      22899.00|                            |
  CURB TYPE 3                             |                            |                            |
0250 610.08                  276.000  M3  |      70.00000      19320.00|                            |
  PLAIN RIPRAP                            |                            |                            |
0260 613.319               13620.000  M2  |       2.00000      27240.00|                            |
  EROSION CONTROL BLANKET                 |                            |                            |
0270 618.1401                850.000  UN  |      12.70000      10795.00|                            |
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0280 619.1201                850.000  UN  |       5.95000       5057.50|                            |
  MULCH - PLAN QUANTITY                   |                            |                            |
0290 620.58                  124.000  M2  |       4.00000        496.00|                            |
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0300 627.76                           LUMP|   10000.00000      10000.00|                            |
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
     LETTING DATE : 06/26/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 3
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 010576.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000022             |(       )                   |(      )
                                          |THE LANE CONSTRUCTION CORP. |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 629.05                   20.000  MH  |      22.00000        440.00|                            |
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0320 631.12                   20.000  HR  |      90.00000       1800.00|                            |
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0330 631.14                   20.000  HR  |      90.00000       1800.00|                            |
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0340 631.172                  40.000  HR  |      45.00000       1800.00|                            |
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0350 631.18                   20.000  HR  |      35.00000        700.00|                            |
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0360 631.32                   80.000  HR  |     120.00000       9600.00|                            |
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0370 639.18                    1.000  EA  |    6000.00000       6000.00|                            |
  FIELD OFFICE TYPE A                     |                            |                            |
0380 652.39                           LUMP|   97000.00000      97000.00|                            |
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0390 656.75                           LUMP|   40000.00000      40000.00|                            |
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0400 659.10                           LUMP|  180000.00000     180000.00|                            |
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $  2,645,439.50|             $          0.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  2,645,439.50|             $              |              $
====================================================================================================================================