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     LETTING DATE : 04/30/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 05/07/03
                                                                                                                   PAGE : 1
     COUNTIE(S): PENOBSCOT                              TABULATION OF BIDS
                                            CONTRACT ID : 010022.00                                     COMPLETION DATE : 10/30/03
                                                           =========
   PROJECT(S):  STP-1002(200)X          LOCATION(S): BANGOR                         MAINE STATE DEPARTMENT OF TRANSPORTATION
                STP-A003(000)X                       BANGOR - HARLOW STREET
                STP-1058(700)X                       BANGOR- INTOWN BROADWAY       A TRUE COPY : __________________________
                OTHERS                               OTHERS
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  LEVEL 2                                                                       NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000022         THE LANE CONSTRUCTION CORP.                                            $  1,993,004.61     100.0000%
   2   001195         VAUGHN THIBODEAU & SONS, INC.                                          $  2,287,992.00     114.8011%
====================================================================================================================================
                                          |(   1  ) 000022             |(   2  ) 001195             |(      )
                                          |THE LANE CONSTRUCTION CORP. |VAUGHN THIBODEAU & SONS, IN |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 201.23                    3.000  EA  |     450.00000       1350.00|     400.00000       1200.00|
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0020 201.24                    9.000  EA  |     240.00000       2160.00|     400.00000       3600.00|
  REMOVING STUMP                          |                            |                            |
0030 202.202               91002.000  M2  |       1.65000     150153.30|       1.50000     136503.00|
  REMOVING PAVEMENT SURFACE               |                            |                            |
0040 202.203                5369.000  M2  |      11.00000      59059.00|      10.00000      53690.00|
  PAVEMENT BUTT JOINTS                    |                            |                            |
0050 203.20                  550.000  M3  |      12.00000       6600.00|      12.00000       6600.00|
  COMMON EXCAVATION                       |                            |                            |
0060 204.41                 9691.000  M2  |       3.70000      35856.70|      12.00000     116292.00|
  REHABILITATION OF EXISTING SHOULDERS,   |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0070 211.20                 4190.000  M   |       8.40000      35196.00|       7.50000      31425.00|
  INSLOPE EXCAVATION                      |                            |                            |
0080 211.22                  236.000  M   |      10.20000       2407.20|      12.00000       2832.00|
  INSLOPE EXCAVATION - GUARDRAIL          |                            |                            |
0090 211.30                 4515.000  M   |      10.20000      46053.00|      10.00000      45150.00|
  DITCH EXCAVATION                        |                            |                            |
0100 304.103                 540.000  M3  |      16.80000       9072.00|      25.00000      13500.00|
  AGGREGATE SUBBASE - GRAVEL (TRUCK       |                            |                            |
  MEASURE)                                |                            |                            |
0110 309.36                19000.000  M2  |       6.40000     121600.00|       7.35000     139650.00|
  FULL DEPTH REC PAVEMENT W/FOAM ASPHALT  |                            |                            |
  6 INCH DEPTH                            |                            |                            |
     LETTING DATE : 04/30/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 05/07/03
                                                                                                                   PAGE : 2
     COUNTIE(S): PENOBSCOT                              TABULATION OF BIDS
                                            CONTRACT ID : 010022.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000022             |(   2   ) 001195            |(      )
                                          |THE LANE CONSTRUCTION CORP. |VAUGHN THIBODEAU & SONS, IN |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 310.13                 6960.000  M2  |      11.00000      76560.00|      17.00000     118320.00|
  PLANT MIX RECYCLED ASPHALT PAVEMENT     |                            |                            |
0130 403.209                 503.000  MG  |     100.00000      50300.00|     100.00000      50300.00|
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0140 403.210               14934.000  MG  |      45.00000     672030.00|      39.50000     589893.00|
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0150 403.211                1410.000  MG  |      46.00000      64860.00|      39.50000      55695.00|
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0160 409.15                26190.000  L   |       1.40000      36666.00|       0.52000      13618.80|
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0170 411.10                   67.000  M3  |      45.00000       3015.00|      45.00000       3015.00|
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0180 429.32                 1310.000  M2  |      15.00000      19650.00|      50.00000      65500.00|
  SELF ADHESIVE ASPHALTIC MEMBRANE        |                            |                            |
0190 534.71                   31.000  LS  |   40000.00000      40000.00|   30700.00000      30700.00|
  PRECAST CONCRETE BOX CULVERT            |                            |                            |
0200 603.16                  200.000  M   |     120.00000      24000.00|     115.00000      23000.00|
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0210 603.17                   14.000  M   |     126.00000       1764.00|     350.00000       4900.00|
  450 MM CULVERT PIPE OPTION I            |                            |                            |
0220 603.179                  15.000  M   |     288.00000       4320.00|     350.00000       5250.00|
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0230 603.20                   12.000  M   |     168.00000       2016.00|     300.00000       3600.00|
  750 MM CULVERT PIPE OPTION I            |                            |                            |
0240 603.219                  42.000  M   |     324.00000      13608.00|     560.00000      23520.00|
  900 MM CULVERT PIPE OPTION III          |                            |                            |
0250 603.259                   7.000  M   |     335.00000       2345.00|    1000.00000       7000.00|
  1500 MM CULVERT PIPE OPTION III         |                            |                            |
0260 603.7415                  2.400  M   |     300.00000        720.00|    1000.00000       2400.00|
  REMOVE AND RELAY 375 MM CONCRETE PIPE   |                            |                            |
0270 603.7418                 19.200  M   |     300.00000       5760.00|     800.00000      15360.00|
  REMOVE AND RELAY 450 MM CONCRETE PIPE   |                            |                            |
0280 603.7424                  2.400  M   |     300.00000        720.00|    1000.00000       2400.00|
  REMOVE AND RELAY 600 MM CONCRETE PIPE   |                            |                            |
0290 603.743                   7.200  M   |     324.00000       2332.80|     800.00000       5760.00|
  REMOVE AND RELAY 750 MM CONCRETE PIPE   |                            |                            |
0300 604.161                  51.000  EA  |     540.00000      27540.00|     700.00000      35700.00|
  ALTERING CATCH BASIN                    |                            |                            |
0310 604.164                  11.000  EA  |    1200.00000      13200.00|    1300.00000      14300.00|
  REBUILDING CATCH BASIN                  |                            |                            |
     LETTING DATE : 04/30/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 05/07/03
                                                                                                                   PAGE : 3
     COUNTIE(S): PENOBSCOT                              TABULATION OF BIDS
                                            CONTRACT ID : 010022.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000022             |(   2   ) 001195            |(      )
                                          |THE LANE CONSTRUCTION CORP. |VAUGHN THIBODEAU & SONS, IN |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0320 604.167                  13.000  EA  |     200.00000       2600.00|     472.00000       6136.00|
  ALTER CATCH BASIN GRATE TO CASCADE      |                            |                            |
0330 604.18                   11.000  EA  |     300.00000       3300.00|     360.00000       3960.00|
  ADJUSTING MANHOLE OR CATCH BASIN TO     |                            |                            |
  GRADE                                   |                            |                            |
0340 606.17                  205.000  M   |      33.90000       6949.50|      46.00000       9430.00|
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0350 606.1722                  2.000  EA  |     990.00000       1980.00|     977.50000       1955.00|
  BRIDGE TRANSITION - TYPE 2              |                            |                            |
0360 606.178                  40.000  M   |      21.00000        840.00|      28.75000       1150.00|
  GUARDRAIL BEAM                          |                            |                            |
0370 606.21                   38.000  M   |      40.00000       1520.00|      50.60000       1922.80|
  GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES |                            |                            |
0380 606.22                   16.000  M   |      40.00000        640.00|      50.60000        809.60|
  GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS   |                            |                            |
0390 606.265                   7.000  EA  |      32.50000        227.50|      28.75000        201.25|
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0400 606.35                   27.000  EA  |      34.45000        930.15|      28.75000        776.25|
  GUARDRAIL DELINEATOR POST               |                            |                            |
0410 606.364                  20.000  M   |      31.00000        620.00|      28.75000        575.00|
  GUARDRAIL REMOVE, MODIFY AND RESET,     |                            |                            |
  TYPE 3B                                 |                            |                            |
0420 606.367                  10.000  EA  |      32.00000        320.00|      40.25000        402.50|
  REPLACE UNUSABLE EXISTING GUARDRAIL     |                            |                            |
  POSTS                                   |                            |                            |
0430 606.47                   45.000  EA  |      32.00000       1440.00|      23.00000       1035.00|
  SINGLE WOOD POST                        |                            |                            |
0440 606.752                   7.000  EA  |     960.00000       6720.00|    2000.00000      14000.00|
  WIDEN SHOULDER FOR MODIFIED ECCENTRIC   |                            |                            |
  LOADER TERMINAL                         |                            |                            |
0450 606.76                    7.000  EA  |    1450.00000      10150.00|    1610.00000      11270.00|
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0460 609.237                   4.000  EA  |     400.00000       1600.00|     322.00000       1288.00|
  TERMINAL CURB TYPE 1 - 2.1 METER        |                            |                            |
0470 609.2371                  4.000  EA  |     400.00000       1600.00|     434.00000       1736.00|
  TERMINAL CURB TYPE 1- 2.1M - CIRCULAR   |                            |                            |
0480 609.31                 4087.000  M   |      16.00000      65392.00|      10.00000      40870.00|
  CURB TYPE 3                             |                            |                            |
0490 609.38                  622.000  M   |      53.00000      32966.00|      51.00000      31722.00|
  RESET CURB TYPE 1                       |                            |                            |
     LETTING DATE : 04/30/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 05/07/03
                                                                                                                   PAGE : 4
     COUNTIE(S): PENOBSCOT                              TABULATION OF BIDS
                                            CONTRACT ID : 010022.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000022             |(   2   ) 001195            |(      )
                                          |THE LANE CONSTRUCTION CORP. |VAUGHN THIBODEAU & SONS, IN |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0500 609.443                  16.000  M   |      75.00000       1200.00|     113.00000       1808.00|
  REMOVE, CUT AND INSTALL EXISTING CURB   |                            |                            |
0510 610.08                   54.000  M3  |      72.00000       3888.00|      70.00000       3780.00|
  PLAIN RIPRAP                            |                            |                            |
0520 613.319                5492.000  M2  |       2.40000      13180.80|       2.00000      10984.00|
  EROSION CONTROL BLANKET                 |                            |                            |
0530 615.07                  575.000  M3  |      45.00000      25875.00|      32.70000      18802.50|
  LOAM                                    |                            |                            |
0540 618.1301                 59.000  UN  |      20.00000       1180.00|      25.20000       1486.80|
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0550 618.1401                250.000  UN  |      13.00000       3250.00|      15.90000       3975.00|
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0560 619.1201                309.000  UN  |       6.50000       2008.50|       7.20000       2224.80|
  MULCH - PLAN QUANTITY                   |                            |                            |
0570 620.58                  122.000  M2  |       3.40000        414.80|       3.00000        366.00|
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0580 627.711               30340.000  M   |       0.33000      10012.20|       0.40000      12136.00|
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE (PLAN QUANTITY )           |                            |                            |
0590 627.75                  720.000  M2  |      10.75000       7740.00|      13.00000       9360.00|
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
0600 627.76                           LUMP|    5000.00000       5000.00|   12000.00000      12000.00|
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0610 627.78                  944.000  M   |       1.64000       1548.16|       2.00000       1888.00|
  TEMPORARY 100 MM PAINTED PAVEMENT       |                            |                            |
  MARKING LINE, WHITE OR YELLOW           |                            |                            |
0620 629.05                   85.000  HR  |      20.40000       1734.00|      25.00000       2125.00|
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0630 631.10                   40.000  HR  |      40.80000       1632.00|      90.00000       3600.00|
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                            |                            |
0640 631.11                   40.000  HR  |      12.00000        480.00|      90.00000       3600.00|
  AIR TOOL (INCLUDING OPERATOR)           |                            |                            |
0650 631.12                   75.000  HR  |      90.00000       6750.00|     125.00000       9375.00|
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0660 631.14                   40.000  HR  |      80.00000       3200.00|      75.00000       3000.00|
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0670 631.172                  75.000  HR  |      42.00000       3150.00|      45.00000       3375.00|
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
     LETTING DATE : 04/30/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 05/07/03
                                                                                                                   PAGE : 5
     COUNTIE(S): PENOBSCOT                              TABULATION OF BIDS
                                            CONTRACT ID : 010022.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000022             |(   2   ) 001195            |(      )
                                          |THE LANE CONSTRUCTION CORP. |VAUGHN THIBODEAU & SONS, IN |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0680 631.18                   35.000  HR  |      24.00000        840.00|      30.00000       1050.00|
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0690 631.32                   51.000  HR  |     120.00000       6120.00|     125.00000       6375.00|
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0700 639.19                    1.000  EA  |    7000.00000       7000.00|   12000.00000      12000.00|
  FIELD OFFICE TYPE B                     |                            |                            |
0710 652.38                 5310.000  HR  |      13.00000      69030.00|      15.00000      79650.00|
  FLAGGER                                 |                            |                            |
0720 652.39                           LUMP|   60000.00000      60000.00|   25000.00000      25000.00|
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0730 656.75                           LUMP|   20000.00000      20000.00|   35000.00000      35000.00|
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0740 658.20                   90.000  M2  |      11.80000       1062.00|      14.16000       1274.40|
  ACRYLIC LATEX COLOR FINISH, GREEN       |                            |                            |
0750 659.10                           LUMP|   66000.00000      66000.00|  273843.30000     273843.30|
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $  1,993,004.61|             $  2,287,992.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  1,993,004.61|             $  2,287,992.00|              $
====================================================================================================================================