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     LETTING DATE : 05/19/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 05/19/04
                                                                                                                   PAGE : 1
     COUNTIE(S): WALDO                                  TABULATION OF BIDS
                                            CONTRACT ID : 011303.00                                     COMPLETION DATE : 07/02/04
                                                           =========
   PROJECT(S):  STP-1130(300)X          LOCATION(S): BELFAST-SWANVILLE  RTE 141     MAINE STATE DEPARTMENT OF TRANSPORTATION
                STP-1130(500)X                       PROSPECT RTE 174
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  LEVEL 2 RESURFACING                                                           NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000022         LANE CONSTRUCTION CORP. (THE)                                          $    994,921.71     100.0000%
   2   001195         VAUGHN THIBODEAU & SONS, INC.                                          $  1,270,252.55     127.6736%
====================================================================================================================================
                                          |(   1  ) 000022             |(   2  ) 001195             |(      )
                                          |LANE CONSTRUCTION CORP. (TH |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 202.203                3047.000  SY  |      10.00000      30470.00|      12.00000      36564.00|
  PAVEMENT BUTT JOINTS                    |                            |                            |
0020 204.41                34948.000  SY  |       2.52000      88068.96|       6.00000     209688.00|
  REHABILITATION OF EXISTING SHOULDERS,   |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0030 403.209                 185.000  T   |     100.00000      18500.00|      85.00000      15725.00|
  HOT MIX ASPHALT 9.5 MM HMA   (SIDEWALKS |                            |                            |
  DRIVES, INCIDENT ALS)                   |                            |                            |
0040 403.210               10630.000  T   |      36.15000     384274.50|      38.00000     403940.00|
  HOT MIX ASPHALT 9.5 MM HMA              |                            |                            |
0050 403.211                5996.000  T   |      36.90000     221252.40|      38.00000     227848.00|
  HOT MIX ASPHALT (SHIMMING)              |                            |                            |
0060 409.15                 4995.000  G   |       3.00000      14985.00|       4.25000      21228.75|
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0070 411.10                  285.000  CY  |      45.00000      12825.00|      30.00000       8550.00|
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0080 504.069                   6.000  EA  |     150.00000        900.00|     170.00000       1020.00|
  CONCRETE PIPE TIES                      |                            |                            |
0090 603.16                   24.000  LF  |      40.00000        960.00|      35.00000        840.00|
  15 INCH CULVERT PIPE OPTION I           |                            |                            |
0100 603.17                   30.000  LF  |      45.00000       1350.00|      40.00000       1200.00|
  18 INCH CULVERT PIPE OPTION I           |                            |                            |
0110 603.7418                 16.000  LF  |     155.00000       2480.00|     150.00000       2400.00|
  REMOVE & RELAY 18 INCH CONCRETE PIPE    |                            |                            |
     LETTING DATE : 05/19/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 05/19/04
                                                                                                                   PAGE : 2
     COUNTIE(S): WALDO                                  TABULATION OF BIDS
                                            CONTRACT ID : 011303.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000022             |(   2   ) 001195            |(      )
                                          |LANE CONSTRUCTION CORP. (TH |VAUGHN THIBODEAU & SONS, IN |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 603.7436                  8.000  LF  |     200.00000       1600.00|     225.00000       1800.00|
  REMOVE & RELAY 36 INCH CONCRETE PIPE    |                            |                            |
0130 606.1722                  4.000  EA  |     645.00000       2580.00|    1200.00000       4800.00|
  BRIDGE TRANSITION - TYPE 2              |                            |                            |
0140 606.178                 237.500  LF  |       6.90000       1638.75|       8.20000       1947.50|
  GUARDRAIL BEAM                          |                            |                            |
0150 606.23                 1487.500  LF  |      11.60000      17255.00|      16.50000      24543.75|
  GUARDRAIL TYPE 3C - SINGLE RAIL         |                            |                            |
0160 606.231                  25.000  LF  |      16.55000        413.75|      21.25000        531.25|
  GUARDRAIL TYPE 3C - 15 FOOT RADIUS AND  |                            |                            |
  LESS                                    |                            |                            |
0170 606.265                   1.000  EA  |      33.85000         33.85|      50.00000         50.00|
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0180 606.35                   12.000  EA  |      10.50000        126.00|      36.00000        432.00|
  GUARDRAIL DELINEATOR POST               |                            |                            |
0190 606.351                  12.000  EA  |      10.50000        126.00|      17.00000        204.00|
  REMOVE AND RESET GUARDRAIL DELINEATOR   |                            |                            |
  POSTS                                   |                            |                            |
0200 606.352                  70.000  EA  |       3.50000        245.00|       7.00000        490.00|
  REFLECTORIZED BEAM GUARDRAIL DELINEATOR |                            |                            |
0210 606.362                 625.000  LF  |       2.00000       1250.00|       2.36000       1475.00|
  GUARDRAIL ADJUSTED                      |                            |                            |
0220 606.364                 510.000  LF  |       4.60000       2346.00|       4.73000       2412.30|
  GUARDRAIL REMOVE, MODIFY AND RESET,     |                            |                            |
  TYPE 3B                                 |                            |                            |
0230 606.367                  10.000  EA  |      47.00000        470.00|      47.20000        472.00|
  REPLACE UNUSABLE EXISTING GUARDRAIL     |                            |                            |
  POSTS                                   |                            |                            |
0240 606.47                   26.000  EA  |      17.50000        455.00|      18.00000        468.00|
  SINGLE WOOD POST                        |                            |                            |
0250 606.754                  10.000  EA  |    1050.00000      10500.00|     950.00000       9500.00|
  WIDEN SHOULDER FOR GUARDRAIL 350 FLARED |                            |                            |
  TERMINAL                                |                            |                            |
0260 606.79                   10.000  EA  |    1373.00000      13730.00|    1593.00000      15930.00|
  GUARDRAIL 350 FLARED TERMINAL           |                            |                            |
0270 609.31                  934.000  LF  |       6.00000       5604.00|       4.75000       4436.50|
  CURB TYPE 3                             |                            |                            |
0280 613.319                2100.000  SY  |       2.20000       4620.00|       1.49000       3129.00|
  EROSION CONTROL BLANKET                 |                            |                            |
0290 618.1401                375.000  UN  |      12.50000       4687.50|      27.14000      10177.50|
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
     LETTING DATE : 05/19/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 05/19/04
                                                                                                                   PAGE : 3
     COUNTIE(S): WALDO                                  TABULATION OF BIDS
                                            CONTRACT ID : 011303.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000022             |(   2   ) 001195            |(      )
                                          |LANE CONSTRUCTION CORP. (TH |VAUGHN THIBODEAU & SONS, IN |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 619.1201                375.000  UN  |       6.00000       2250.00|       8.26000       3097.50|
  MULCH - PLAN QUANTITY                   |                            |                            |
0310 627.76                           LUMP|    4500.00000       4500.00|   30000.00000      30000.00|
  TEMPORARY PVMT. MARK LINE, W OR YELLOW  |                            |                            |
0320 629.05                   20.000  HR  |      23.00000        460.00|      25.00000        500.00|
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0330 631.12                  280.000  HR  |      97.00000      27160.00|     110.00000      30800.00|
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0340 631.172                 550.000  HR  |      42.00000      23100.00|      45.00000      24750.00|
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0350 631.32                   20.000  HR  |     110.00000       2200.00|     110.00000       2200.00|
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0360 639.19                    1.000  EA  |    7000.00000       7000.00|    5000.00000       5000.00|
  FIELD OFFICE TYPE B                     |                            |                            |
0370 652.38                 1885.000  HR  |      13.00000      24505.00|      16.50000      31102.50|
  FLAGGER                                 |                            |                            |
0380 652.39                           LUMP|   25000.00000      25000.00|   27000.00000      27000.00|
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0390 656.75                           LUMP|   15000.00000      15000.00|    4000.00000       4000.00|
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0400 659.10                           LUMP|   20000.00000      20000.00|  100000.00000     100000.00|
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $    994,921.71|             $  1,270,252.55|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    994,921.71|             $  1,270,252.55|              $
====================================================================================================================================