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     LETTING DATE : 02/19/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 02/19/03
                                                                                                                   PAGE : 1
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 010201.00                                     COMPLETION DATE : 10/25/03
                                                          =========
   PROJECT(S):  STP-1020(100)X          COUNTIE(S) : HANCOCK                        MAINE STATE DEPARTMENT OF TRANSPORTATION
                STP-1057(400)X
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  CHIP                                                                          NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   001195         VAUGHN THIBODEAU & SONS, INC.                                          $  3,514,771.38     100.0000%
   2   000022         THE LANE CONSTRUCTION CORP.                                            $  3,641,480.10     103.6050%
   3   000010         THOMAS DICENZO, INC.                                                   $  4,511,831.50     128.3677%
====================================================================================================================================
                                          |(   1  ) 001195             |(   2  ) 000022             |(   3  ) 000010
                                          |VAUGHN THIBODEAU & SONS, IN |THE LANE CONSTRUCTION CORP. |THOMAS DICENZO, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 201.11                    0.600  HA  |   16000.00000       9600.00|   12500.00000       7500.00|    6000.00000        3600.00
  CLEARING                                |                            |                            |
0020 201.23                   23.000  EA  |     350.00000       8050.00|     400.00000       9200.00|     500.00000       11500.00
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0030 201.24                   30.000  EA  |     230.00000       6900.00|     120.00000       3600.00|     150.00000        4500.00
  REMOVING STUMP                          |                            |                            |
0040 202.127               19503.000  LS  |   68498.00000      68498.00|   55000.00000      55000.00|   80000.00000       80000.00
  REMOVE EXISTING BITUMINOUS PAVEMENT     |                            |                            |
0050 202.203                 593.000  M2  |      13.80000       8183.40|      12.00000       7116.00|      20.00000       11860.00
  PAVEMENT BUTT JOINTS                    |                            |                            |
0070 203.2001               2407.000  M3  |      12.00000      28884.00|      12.00000      28884.00|      13.00000       31291.00
  COMMON EXCAVATION - PLAN QUANTITY       |                            |                            |
0080 203.21                   49.000  M3  |      60.00000       2940.00|     200.00000       9800.00|      75.00000        3675.00
  ROCK EXCAVATION                         |                            |                            |
0090 211.20                  100.000  M   |      10.00000       1000.00|       9.00000        900.00|       9.00000         900.00
  INSLOPE EXCAVATION                      |                            |                            |
0100 211.30                15921.000  M   |       7.30000     116223.30|      11.00000     175131.00|      12.00000      191052.00
  DITCH EXCAVATION                        |                            |                            |
0110 211.41                  434.000  M   |     115.00000      49910.00|     120.00000      52080.00|     200.00000       86800.00
  NEW DITCH EXCAVATION - LEDGE            |                            |                            |
0120 304.102               23302.000  M3  |      20.50000     477691.00|      17.00000     396134.00|      18.00000      419436.00
  AGGREGATE SUBBASE COURSE - GRAVEL (PIT  |                            |                            |
  MEASURE)                                |                            |                            |
     LETTING DATE : 02/19/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 02/19/03
                                                                                                                   PAGE : 2
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 010201.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 001195             |(   2   ) 000022            |(   3  ) 000010
                                          |VAUGHN THIBODEAU & SONS, IN |THE LANE CONSTRUCTION CORP. |THOMAS DICENZO, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0130 310.14               125015.000  M2  |       4.54000     567568.10|       5.35000     668830.25|       6.00000      750090.00
  COLD-IN-PLACE RECYCLING                 |                            |                            |
0140 403.209                 165.280  MG  |     100.00000      16528.00|      95.00000      15701.60|      90.00000       14875.20
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0150 403.210               11325.000  MG  |      43.50000     492637.50|      43.00000     486975.00|      52.50000      594562.50
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0160 403.213               15445.000  MG  |      43.50000     671857.50|      43.00000     664135.00|      52.50000      810862.50
  HOT MIX ASPHALT 12.5 MM, BASE           |                            |                            |
0170 409.15                16380.000  L   |       1.28000      20966.40|       1.30000      21294.00|       4.00000       65520.00
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0180 502.36                    3.000  LS  |   47500.00000      47500.00|   35000.00000      35000.00|  150000.00000      150000.00
  STRUCTURAL CONCRETE, EXISTING STRUCTURE |                            |                            |
  MODIFICATION                            |                            |                            |
0190 603.16                  746.000  M   |      95.00000      70870.00|      90.00000      67140.00|     100.00000       74600.00
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0200 603.161                  14.800  M   |     203.00000       3004.40|     150.00000       2220.00|     150.00000        2220.00
  375 MM CORRUGATED METAL PIPE            |                            |                            |
0210 603.169                 384.600  M   |     123.00000      47305.80|     200.00000      76920.00|     140.00000       53844.00
  375 MM CULVERT PIPE OPTION III          |                            |                            |
0220 603.17                  108.000  M   |     133.00000      14364.00|     100.00000      10800.00|     145.00000       15660.00
  450 MM CULVERT PIPE OPTION I            |                            |                            |
0230 603.171                   3.600  M   |     253.00000        910.80|     250.00000        900.00|     250.00000         900.00
  450 MM CORRUGATED METAL PIPE            |                            |                            |
0240 603.179                 181.000  M   |     133.00000      24073.00|     240.00000      43440.00|     190.00000       34390.00
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0250 603.191                   6.000  M   |     303.00000       1818.00|     300.00000       1800.00|     240.00000        1440.00
  600 MM CORRUGATED METAL PIPE            |                            |                            |
0260 603.199                  31.000  M   |     203.00000       6293.00|     270.00000       8370.00|     250.00000        7750.00
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0270 603.211                   4.400  M   |     553.00000       2433.20|     320.00000       1408.00|     300.00000        1320.00
  900 MM CORRUGATED METAL PIPE            |                            |                            |
0280 603.231                  16.200  M   |     653.00000      10578.60|     470.00000       7614.00|     540.00000        8748.00
  1200 MM CORRUGATED METAL PIPE           |                            |                            |
0290 604.072                  12.000  EA  |    2300.00000      27600.00|    1700.00000      20400.00|    2400.00000       28800.00
  CATCH BASIN TYPE A1-C                   |                            |                            |
0300 604.092                   2.000  EA  |    2300.00000       4600.00|    1400.00000       2800.00|    2400.00000        4800.00
  CATCH BASIN TYPE B1-C                   |                            |                            |
0310 604.166                   2.000  EA  |    1000.00000       2000.00|    1400.00000       2800.00|    2100.00000        4200.00
  REBUILDING MANHOLE                      |                            |                            |
0320 604.18                    4.000  EA  |     500.00000       2000.00|     350.00000       1400.00|     550.00000        2200.00
  ADJUSTING MANHOLE OR CATCH BASIN TO     |                            |                            |
  GRADE                                   |                            |                            |
     LETTING DATE : 02/19/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 02/19/03
                                                                                                                   PAGE : 3
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 010201.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 001195             |(   2   ) 000022            |(   3  ) 000010
                                          |VAUGHN THIBODEAU & SONS, IN |THE LANE CONSTRUCTION CORP. |THOMAS DICENZO, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0330 604.245                   1.000  EA  |    2000.00000       2000.00|     900.00000        900.00|    2000.00000        2000.00
  CATCH BASIN TYPE F4-C                   |                            |                            |
0340 605.09                  176.000  M   |      70.00000      12320.00|      99.00000      17424.00|      95.00000       16720.00
  150 MM UNDERDRAIN TYPE B                |                            |                            |
0350 605.10                    6.000  M   |      93.00000        558.00|      99.00000        594.00|      95.00000         570.00
  150 MM UNDERDRAIN OUTLET                |                            |                            |
0360 605.12                  609.000  M   |     113.00000      68817.00|     125.00000      76125.00|     130.00000       79170.00
  375 MM UNDERDRAIN TYPE C                |                            |                            |
0370 606.17                  553.000  M   |      35.00000      19355.00|      35.00000      19355.00|      32.60000       18027.80
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0380 606.21                   22.900  M   |      38.00000        870.20|      40.00000        916.00|      52.50000        1202.25
  GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES |                            |                            |
0390 606.265                   5.000  EA  |      55.00000        275.00|      25.00000        125.00|      52.50000         262.50
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0400 606.35                   57.000  EA  |      28.00000       1596.00|      25.00000       1425.00|      26.25000        1496.25
  GUARDRAIL DELINEATOR POST               |                            |                            |
0410 606.47                   15.000  EA  |      39.00000        585.00|      20.00000        300.00|      36.75000         551.25
  SINGLE WOOD POST                        |                            |                            |
0420 606.74                    8.000  M   |     343.00000       2744.00|     250.00000       2000.00|     330.00000        2640.00
  GUARDRAIL TYPE 3 - SINGLE RAIL BRIDGE   |                            |                            |
  MOUNTED                                 |                            |                            |
0430 606.76                   11.000  EA  |    1595.00000      17545.00|    1200.00000      13200.00|    1525.00000       16775.00
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0440 609.11                  470.100  M   |      84.00000      39488.40|      87.60000      41180.76|      88.00000       41368.80
  VERTICAL CURB TYPE 1                    |                            |                            |
0450 609.234                  28.000  EA  |     120.00000       3360.00|     120.00000       3360.00|     110.00000        3080.00
  TERMINAL CURB TYPE 1 - 1.2 METER        |                            |                            |
0460 609.237                  24.000  EA  |     170.00000       4080.00|     175.00000       4200.00|     170.00000        4080.00
  TERMINAL CURB TYPE 1 - 2.1 METER        |                            |                            |
0470 609.31                 2161.000  M   |      15.00000      32415.00|      16.00000      34576.00|      15.00000       32415.00
  CURB TYPE 3                             |                            |                            |
0480 609.50                  606.000  M   |       6.50000       3939.00|       6.90000       4181.40|       7.00000        4242.00
  CONCRETE BASE FOR CURBING               |                            |                            |
0490 610.08                  162.000  M3  |      45.80000       7419.60|      60.00000       9720.00|      40.00000        6480.00
  PLAIN RIPRAP                            |                            |                            |
0500 610.18                 2202.000  M3  |      39.23000      86384.46|      45.00000      99090.00|      40.00000       88080.00
  STONE DITCH PROTECTION                  |                            |                            |
0510 613.319               19032.000  M2  |       1.75000      33306.00|       1.80000      34257.60|       2.50000       47580.00
  EROSION CONTROL BLANKET                 |                            |                            |
0520 615.07                  110.000  M3  |      39.27000       4319.70|      40.00000       4400.00|      50.00000        5500.00
  LOAM                                    |                            |                            |
     LETTING DATE : 02/19/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 02/19/03
                                                                                                                   PAGE : 4
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 010201.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 001195             |(   2   ) 000022            |(   3  ) 000010
                                          |VAUGHN THIBODEAU & SONS, IN |THE LANE CONSTRUCTION CORP. |THOMAS DICENZO, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0530 618.1401               1101.000  UN  |      13.75000      15138.75|      12.00000      13212.00|      12.60000       13872.60
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0540 619.1201               1101.000  UN  |       7.27000       8004.27|       6.49000       7145.49|       6.85000        7541.85
  MULCH - PLAN QUANTITY                   |                            |                            |
0550 620.58                 7710.000  M2  |       2.10000      16191.00|       2.00000      15420.00|       3.00000       23130.00
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0560 627.76                           LUMP|   10000.00000      10000.00|    5000.00000       5000.00|   24150.00000       24150.00
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0570 629.05                   80.000  HR  |      25.00000       2000.00|      21.00000       1680.00|      25.00000        2000.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0580 631.12                  150.000  HR  |     125.00000      18750.00|      90.00000      13500.00|     110.00000       16500.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0590 631.172                 300.000  HR  |      45.00000      13500.00|      45.00000      13500.00|      45.00000       13500.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0600 631.18                  100.000  HR  |      28.00000       2800.00|      27.00000       2700.00|      35.00000        3500.00
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0610 631.32                   10.000  HR  |     100.00000       1000.00|     120.00000       1200.00|     200.00000        2000.00
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0620 639.19                    1.000  EA  |   15000.00000      15000.00|    8000.00000       8000.00|    5000.00000        5000.00
  FIELD OFFICE TYPE B                     |                            |                            |
0630 639.21                           LUMP|   10000.00000      10000.00|    2500.00000       2500.00|    5000.00000        5000.00
  TESTING FACILITIES SOILS                |                            |                            |
0640 652.39                           LUMP|   15000.00000      15000.00|  130000.00000     130000.00|  100000.00000      100000.00
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0650 656.75                           LUMP|   10000.00000      10000.00|   24000.00000      24000.00|   50000.00000       50000.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0660 659.10                           LUMP|  222222.00000     222222.00|  150000.00000     150000.00|  400000.00000      400000.00
  MOBILIZATION                            |                            |                            |
0670 660.21                 1000.000  HR  |       1.00000       1000.00|       1.00000       1000.00|       2.00000        2000.00
  ON-THE-JOB TRAINING (BID)               |                            |                            |
     SECTION TOTALS                       |             $  3,514,771.38|             $  3,641,480.10|              $  4,511,831.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  3,514,771.38|             $  3,641,480.10|              $  4,511,831.50
====================================================================================================================================