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     LETTING DATE : 02/22/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 02/22/06
                                                                                                                   PAGE : 1
     COUNTIE(S): HANCOCK                                TABULATION OF BIDS
                                            CONTRACT ID : 012943.00                                     COMPLETION DATE : 06/30/06
                                                           =========
   PROJECT(S):  NH-1293(400)E           LOCATION(S): DEDHAM, PAVEMENT REHABILITATIONMAINE STATE DEPARTMENT OF TRANSPORTATION
                NH-1294(300)E                        DEDHAM - HOLDEN, PAVEMENT REHABILITATION
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  DEDHAM - HOLDEN, PAVEMENT REHABILITATION                                      NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   001195         VAUGHN THIBODEAU & SONS, INC.                                          $  1,122,710.30     100.0000%
   2   000022         LANE CONSTRUCTION CORP. (THE)                                          $  1,198,954.25     106.7911%
====================================================================================================================================
                                          |(   1  ) 001195             |(   2  ) 000022             |(      )
                                          |VAUGHN THIBODEAU & SONS, IN |LANE CONSTRUCTION CORP. (TH |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 202.202                1680.000  SY  |       4.75000       7980.00|       3.50000       5880.00|
  REMOVING PAVEMENT SURFACE               |                            |                            |
0020 202.203                4130.000  SY  |       7.55000      31181.50|      11.00000      45430.00|
  PAVEMENT BUTT JOINTS                    |                            |                            |
0030 403.209                 280.000  T   |     110.00000      30800.00|     125.00000      35000.00|
  HOT MIX ASPHALT 9.5 MM HMA (SIDEWALKS,  |                            |                            |
  DRIVES, INCIDENTALS)                    |                            |                            |
0040 403.210                8620.000  T   |      54.00000     465480.00|      56.00000     482720.00|
  HOT MIX ASPHALT 9.5 MM HMA              |                            |                            |
0050 403.212                3980.000  T   |      54.00000     214920.00|      56.00000     222880.00|
  HOT MIX ASPHALT 4.75 MM HMA             |                            |                            |
0060 403.213                 280.000  T   |      60.00000      16800.00|      75.00000      21000.00|
  HOT MIX ASPHALT 12.5 MM HMA  BASE       |                            |                            |
0070 409.15                 6100.000  G   |       3.00000      18300.00|       3.50000      21350.00|
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0080 604.18                   11.000  EA  |     390.00000       4290.00|     550.00000       6050.00|
  ADJUSTING MANHOLE OR CATCH BASIN TO     |                            |                            |
  GRADE                                   |                            |                            |
0090 606.178                 600.000  LF  |      11.50000       6900.00|       8.00000       4800.00|
  GUARDRAIL BEAM                          |                            |                            |
0100 606.23                 1426.000  LF  |      15.00000      21390.00|      13.00000      18538.00|
  GUARDRAIL TYPE 3C - SINGLE RAIL         |                            |                            |
0110 606.231                  50.000  LF  |      18.50000        925.00|      25.00000       1250.00|
  GUARDRAIL TYPE 3C - 15 FOOT RADIUS AND  |                            |                            |
  LESS                                    |                            |                            |
     LETTING DATE : 02/22/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 02/22/06
                                                                                                                   PAGE : 2
     COUNTIE(S): HANCOCK                                TABULATION OF BIDS
                                            CONTRACT ID : 012943.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 001195             |(   2   ) 000022            |(      )
                                          |VAUGHN THIBODEAU & SONS, IN |LANE CONSTRUCTION CORP. (TH |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 606.232                  62.500  LF  |      18.50000       1156.25|      25.00000       1562.50|
  GUARDRAIL TYPE 3C - OVER 15 FOOT RADIUS |                            |                            |
0130 606.265                   4.000  EA  |      35.00000        140.00|      50.00000        200.00|
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0140 606.353                  54.000  EA  |      46.00000       2484.00|      37.00000       1998.00|
  REFLECTORIZED FLEXIBLE GUARDRAIL MARKER |                            |                            |
0150 606.358               10939.000  LF  |       3.25000      35551.75|       2.75000      30082.25|
  GUARDRAIL, MODIFY, TYPE 3B TO 3C        |                            |                            |
0160 606.367                  50.000  EA  |      30.00000       1500.00|      40.00000       2000.00|
  REPLACE UNUSABLE EXISTING GUARDRAIL     |                            |                            |
  POSTS                                   |                            |                            |
0170 606.754                   6.000  EA  |    1840.00000      11040.00|    1300.00000       7800.00|
  WIDEN SHOULDER FOR GUARDRAIL 350 FLARED |                            |                            |
  TERMINAL                                |                            |                            |
0180 606.79                   24.000  EA  |    1700.00000      40800.00|    1580.00000      37920.00|
  GUARDRAIL 350 FLARED TERMINAL           |                            |                            |
0190 609.31                 1407.000  LF  |       7.40000      10411.80|       8.00000      11256.00|
  CURB TYPE 3                             |                            |                            |
0200 618.14                   50.000  UN  |      34.00000       1700.00|      29.50000       1475.00|
  SEEDING METHOD NUMBER 2                 |                            |                            |
0210 619.12                   50.000  UN  |      16.00000        800.00|      14.00000        700.00|
  MULCH                                   |                            |                            |
0220 627.76                           LUMP|    3520.00000       3520.00|    7000.00000       7000.00|
  TEMPORARY PVMT. MARK LINE, W OR YELLOW  |                            |                            |
0230 629.05                   20.000  HR  |      25.25000        505.00|      25.00000        500.00|
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0240 631.12                   40.000  HR  |     112.00000       4480.00|     120.00000       4800.00|
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0250 631.172                  80.000  HR  |      51.00000       4080.00|      50.00000       4000.00|
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0260 639.19                    1.000  EA  |    9000.00000       9000.00|    8000.00000       8000.00|
  FIELD OFFICE TYPE B                     |                            |                            |
0270 652.38                 3225.000  HR  |      15.00000      48375.00|      14.50000      46762.50|
  FLAGGER                                 |                            |                            |
0280 652.39                           LUMP|   44000.00000      44000.00|   30000.00000      30000.00|
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0290 652.41                    2.000  EA  |    2900.00000       5800.00|    4000.00000       8000.00|
  PORTABLE - CHANGEABLE MESSAGE SIGN      |                            |                            |
0300 656.75                           LUMP|   10000.00000      10000.00|    5000.00000       5000.00|
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
     LETTING DATE : 02/22/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 02/22/06
                                                                                                                   PAGE : 3
     COUNTIE(S): HANCOCK                                TABULATION OF BIDS
                                            CONTRACT ID : 012943.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 001195             |(   2   ) 000022            |(      )
                                          |VAUGHN THIBODEAU & SONS, IN |LANE CONSTRUCTION CORP. (TH |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 659.10                           LUMP|   68400.00000      68400.00|  125000.00000     125000.00|
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $  1,122,710.30|             $  1,198,954.25|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  1,122,710.30|             $  1,198,954.25|              $
====================================================================================================================================