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     LETTING DATE : 04/24/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 1
     LOCATION : TOPSFIELD                               TABULATION OF BIDS
                BROOKTON TWP
                                            CONTRACT ID : 010203.00                                     COMPLETION DATE : 07/31/02
                                                          =========
   PROJECT(S):  010203.00               COUNTIE(S) : WASHINGTON                     MAINE STATE DEPARTMENT OF TRANSPORTATION
                STP-1058(400)X
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  CHIP                                                                          NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000010         THOMAS DICENZO, INC.                                                   $  3,339,306.40     100.0000%
   2   000022         THE LANE CONSTRUCTION CORP.                                            $  3,437,558.20     102.9423%
   3   000855         BRIDGECORP                                                             $  3,777,668.20     113.1273%
====================================================================================================================================
                                          |(   1  ) 000010             |(   2  ) 000022             |(   3  ) 000855
                                          |THOMAS DICENZO, INC.        |THE LANE CONSTRUCTION CORP. |BRIDGECORP
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 201.11                    5.000  HA  |    4000.00000      20000.00|    4000.00000      20000.00|    2500.00000       12500.00
  CLEARING                                |                            |                            |
0020 202.203                 560.000  M2  |      15.00000       8400.00|      14.00000       7840.00|      13.00000        7280.00
  PAVEMENT BUTT JOINTS                    |                            |                            |
0030 203.2001               6300.000  M3  |      12.00000      75600.00|      12.00000      75600.00|      24.00000      151200.00
  COMMON EXCAVATION - PLAN QUANTITY       |                            |                            |
0040 203.2021               7245.000  M   |       8.00000      57960.00|       9.00000      65205.00|      12.00000       86940.00
  INSLOPE REHABILITATION                  |                            |                            |
0050 203.203               11839.000  M   |      11.00000     130229.00|      13.00000     153907.00|      15.00000      177585.00
  DITCH EXCAVATION                        |                            |                            |
0060 203.21                14246.000  M3  |      24.00000     341904.00|      24.00000     341904.00|      24.00000      341904.00
  ROCK EXCAVATION                         |                            |                            |
0070 206.0619                 50.000  M3  |     150.00000       7500.00|     150.00000       7500.00|     200.00000       10000.00
  STRUCTURAL ROCK EXCAVATION - DRAINAGE   |                            |                            |
  AND MINOR STRUCTURES - BELOW GRADE      |                            |                            |
0080 304.102               25900.000  M3  |      16.00000     414400.00|      18.00000     466200.00|      21.00000      543900.00
  AGGREGATE SUBBASE COURSE - GRAVEL (PIT  |                            |                            |
  MEASURE)                                |                            |                            |
0090 307.32                84870.000  M2  |       2.10000     178227.00|       2.45000     207931.50|       2.20000      186714.00
  COLD IN-PLACE RECYCLED MATERIAL         |                            |                            |
  (UNTREATED) TRAVELWAY                   |                            |                            |
0100 403.209                 140.000  MG  |     100.00000      14000.00|      90.00000      12600.00|     125.00000       17500.00
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
     LETTING DATE : 04/24/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 2
     LOCATION : TOPSFIELD                               TABULATION OF BIDS
                BROOKTON TWP
                                            CONTRACT ID : 010203.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000010             |(   2   ) 000022            |(   3  ) 000855
                                          |THOMAS DICENZO, INC.        |THE LANE CONSTRUCTION CORP. |BRIDGECORP
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 403.210               10100.000  MG  |      49.00000     494900.00|      46.40000     468640.00|      46.40000      468640.00
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0120 403.211                 500.000  MG  |      48.00000      24000.00|      46.40000      23200.00|      46.40000       23200.00
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0130 403.213               12200.000  MG  |      49.00000     597800.00|      46.40000     566080.00|      46.40000      566080.00
  HOT MIX ASPHALT 12.5 MM, BASE           |                            |                            |
0140 409.15                10520.000  L   |       1.50000      15780.00|       1.30000      13676.00|       1.50000       15780.00
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0150 603.16                  192.600  M   |     100.00000      19260.00|     100.00000      19260.00|      55.00000       10593.00
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0160 603.161                   3.600  M   |     220.00000        792.00|     230.00000        828.00|     700.00000        2520.00
  375 MM CORRUGATED METAL PIPE            |                            |                            |
0170 603.17                  234.500  M   |     145.00000      34002.50|     148.00000      34706.00|      65.00000       15242.50
  450 MM CULVERT PIPE OPTION I            |                            |                            |
0180 603.171                   6.200  M   |     210.00000       1302.00|     260.00000       1612.00|     450.00000        2790.00
  450 MM CORRUGATED METAL PIPE            |                            |                            |
0190 603.179                 341.600  M   |     175.00000      59780.00|     185.00000      63196.00|     280.00000       95648.00
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0200 603.19                   12.200  M   |     195.00000       2379.00|     200.00000       2440.00|      85.00000        1037.00
  600 MM CULVERT PIPE OPTION I            |                            |                            |
0210 603.191                   2.400  M   |     240.00000        576.00|     250.00000        600.00|     980.00000        2352.00
  600 MM CORRUGATED METAL PIPE            |                            |                            |
0220 603.199                 121.800  M   |     250.00000      30450.00|     260.00000      31668.00|     500.00000       60900.00
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0230 603.20                    6.100  M   |     450.00000       2745.00|     480.00000       2928.00|     150.00000         915.00
  750 MM CULVERT PIPE OPTION I            |                            |                            |
0240 603.201                   1.800  M   |     800.00000       1440.00|     800.00000       1440.00|    1300.00000        2340.00
  750 MM CORRUGATED METAL PIPE            |                            |                            |
0250 603.209                  71.300  M   |     325.00000      23172.50|     365.00000      26024.50|     325.00000       23172.50
  750 MM CULVERT PIPE OPTION III          |                            |                            |
0260 603.219                  43.900  M   |     350.00000      15365.00|     385.00000      16901.50|     480.00000       21072.00
  900 MM CULVERT PIPE OPTION III          |                            |                            |
0270 603.229                  18.300  M   |     550.00000      10065.00|     595.00000      10888.50|     400.00000        7320.00
  1050 MM CULVERT PIPE OPTION III         |                            |                            |
0280 603.40                   18.300  M   |    1600.00000      29280.00|    1700.00000      31110.00|    3000.00000       54900.00
  2025 MM SPAN 1475 MM RISE PIPE ARCH     |                            |                            |
  OPTION III                              |                            |                            |
0290 604.182                   2.000  EA  |     300.00000        600.00|     300.00000        600.00|     200.00000         400.00
  CLEAN EXISTING CATCH BASIN AND MANHOLE  |                            |                            |
0300 604.249                   6.000  EA  |    1100.00000       6600.00|    1000.00000       6000.00|    1800.00000       10800.00
  CATCH BASIN TYPE F6-C                   |                            |                            |
     LETTING DATE : 04/24/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 3
     LOCATION : TOPSFIELD                               TABULATION OF BIDS
                BROOKTON TWP
                                            CONTRACT ID : 010203.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000010             |(   2   ) 000022            |(   3  ) 000855
                                          |THOMAS DICENZO, INC.        |THE LANE CONSTRUCTION CORP. |BRIDGECORP
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 605.09                  152.000  M   |      75.00000      11400.00|      75.00000      11400.00|     105.00000       15960.00
  150 MM UNDERDRAIN TYPE B                |                            |                            |
0320 605.10                   18.200  M   |      80.00000       1456.00|      80.00000       1456.00|      70.00000        1274.00
  150 MM UNDERDRAIN OUTLET                |                            |                            |
0330 606.17                  807.000  M   |      31.00000      25017.00|      30.00000      24210.00|      35.00000       28245.00
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0340 606.21                    7.600  M   |      36.00000        273.60|      34.00000        258.40|      40.00000         304.00
  GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES |                            |                            |
0350 606.265                   1.000  EA  |      37.00000         37.00|      35.00000         35.00|      40.00000          40.00
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0360 606.35                   18.000  EA  |      27.00000        486.00|      25.00000        450.00|      30.00000         540.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
0370 606.47                    5.000  EA  |      27.00000        135.00|      25.00000        125.00|      30.00000         150.00
  SINGLE WOOD POST                        |                            |                            |
0380 606.76                   11.000  EA  |    1200.00000      13200.00|    1200.00000      13200.00|    1400.00000       15400.00
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0390 609.31                 1014.000  M   |      18.00000      18252.00|      17.00000      17238.00|      26.00000       26364.00
  CURB TYPE 3                             |                            |                            |
0400 610.08                  230.000  M3  |      35.00000       8050.00|      36.00000       8280.00|      85.00000       19550.00
  PLAIN RIPRAP                            |                            |                            |
0410 610.18                 1000.000  M3  |      40.00000      40000.00|      41.00000      41000.00|      55.00000       55000.00
  STONE DITCH PROTECTION                  |                            |                            |
0420 613.319               14896.400  M2  |       2.00000      29792.80|       2.00000      29792.80|       3.00000       44689.20
  EROSION CONTROL BLANKET                 |                            |                            |
0430 618.1401                890.000  UN  |      13.65000      12148.50|      14.00000      12460.00|      18.50000       16465.00
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0440 619.1201                890.000  UN  |       6.25000       5562.50|       7.00000       6230.00|       9.80000        8722.00
  MULCH - PLAN QUANTITY                   |                            |                            |
0450 620.58                 3810.000  M2  |       2.70000      10287.00|       2.70000      10287.00|       4.00000       15240.00
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0460 627.76                           LUMP|   22050.00000      22050.00|   10000.00000      10000.00|    5000.00000        5000.00
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0470 629.05                  200.000  MH  |      25.00000       5000.00|      25.00000       5000.00|      20.00000        4000.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0480 631.12                  175.000  HR  |      90.00000      15750.00|      90.00000      15750.00|     100.00000       17500.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0490 631.132                 100.000  HR  |      80.00000       8000.00|      80.00000       8000.00|      85.00000        8500.00
  SMALL BULLDOZER (INCLUDING OPERATOR)    |                            |                            |
     LETTING DATE : 04/24/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 4
     LOCATION : TOPSFIELD                               TABULATION OF BIDS
                BROOKTON TWP
                                            CONTRACT ID : 010203.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000010             |(   2   ) 000022            |(   3  ) 000855
                                          |THOMAS DICENZO, INC.        |THE LANE CONSTRUCTION CORP. |BRIDGECORP
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0500 631.172                 350.000  HR  |      45.00000      15750.00|      45.00000      15750.00|      45.00000       15750.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0510 631.18                   75.000  HR  |      30.00000       2250.00|      30.00000       2250.00|      30.00000        2250.00
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0520 631.32                   45.000  HR  |     120.00000       5400.00|     120.00000       5400.00|     100.00000        4500.00
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0530 639.18                    1.000  EA  |    7000.00000       7000.00|    5000.00000       5000.00|    8000.00000        8000.00
  FIELD OFFICE TYPE A                     |                            |                            |
0540 639.21                           LUMP|    3500.00000       3500.00|    3500.00000       3500.00|    3000.00000        3000.00
  TESTING FACILITIES SOILS                |                            |                            |
0550 652.39                           LUMP|  140000.00000     140000.00|  170000.00000     170000.00|  100000.00000      100000.00
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0560 656.75                           LUMP|   30000.00000      30000.00|   40000.00000      40000.00|   15000.00000       15000.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0570 659.10                           LUMP|  290000.00000     290000.00|  300000.00000     300000.00|  425000.00000      425000.00
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $  3,339,306.40|             $  3,437,558.20|              $  3,777,668.20
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  3,339,306.40|             $  3,437,558.20|              $  3,777,668.20
====================================================================================================================================