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     LETTING DATE : 04/17/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 1
     LOCATION : MILBRIDGE                               TABULATION OF BIDS
                HARRINGTON
                CHERRYFIELD                 CONTRACT ID : 010202.00                                     COMPLETION DATE : 10/30/02
                JONESBORO                                 =========
   PROJECT(S):  STP-1020(200)X          COUNTIE(S) : WASHINGTON                     MAINE STATE DEPARTMENT OF TRANSPORTATION
                STP-1057(700)X
                STP-1057(900)X                                                     A TRUE COPY : __________________________
                OTHERS
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  CHIP                                                                          NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000022         THE LANE CONSTRUCTION CORP.                                            $  2,470,699.48     100.0000%
   2   000010         THOMAS DICENZO, INC.                                                   $  2,663,555.45     107.8057%
   3   000855         BRIDGECORP                                                             $  2,822,154.57     114.2249%
====================================================================================================================================
                                          |(   1  ) 000022             |(   2  ) 000010             |(   3  ) 000855
                                          |THE LANE CONSTRUCTION CORP. |THOMAS DICENZO, INC.        |BRIDGECORP
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 202.203                2028.000  M2  |       7.00000      14196.00|      10.00000      20280.00|       9.00000       18252.00
  PAVEMENT BUTT JOINTS                    |                            |                            |
0020 203.2021               4379.000  M   |       7.00000      30653.00|       7.00000      30653.00|       9.00000       39411.00
  INSLOPE REHABILITATION                  |                            |                            |
0030 203.203                6584.000  M   |       7.00000      46088.00|      10.00000      65840.00|      10.50000       69132.00
  DITCH EXCAVATION                        |                            |                            |
0040 203.26                   50.000  M3  |      15.00000        750.00|      20.00000       1000.00|      50.00000        2500.00
  GRAVEL BORROW                           |                            |                            |
0050 204.41                 3583.000  M2  |       5.20000      18631.60|       6.00000      21498.00|       3.00000       10749.00
  REHABILITATION OF EXISTING SHOULDERS,   |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0060 205.41                21818.000  M2  |      17.60000     383996.80|      12.00000     261816.00|      24.00000      523632.00
  RECONSTRUCTION OF EXISTING SHOULDER     |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0070 304.103                1000.000  M3  |      16.00000      16000.00|      15.00000      15000.00|      18.00000       18000.00
  AGGREGATE SUBBASE - GRAVEL (TRUCK       |                            |                            |
  MEASURE)                                |                            |                            |
0080 307.32                45770.000  M2  |       1.85000      84674.50|       3.50000     160195.00|       1.85000       84674.50
  COLD IN-PLACE RECYCLED MATERIAL         |                            |                            |
  (UNTREATED) TRAVELWAY                   |                            |                            |
0090 403.209                  95.000  MG  |      85.00000       8075.00|      92.00000       8740.00|     120.00000       11400.00
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
     LETTING DATE : 04/17/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 2
     LOCATION : MILBRIDGE                               TABULATION OF BIDS
                HARRINGTON
                CHERRYFIELD                 CONTRACT ID : 010202.00
                JONESBORO                                 =========
====================================================================================================================================
                                          |(   1  ) 000022             |(   2   ) 000010            |(   3  ) 000855
                                          |THE LANE CONSTRUCTION CORP. |THOMAS DICENZO, INC.        |BRIDGECORP
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0100 403.210                8281.530  MG  |      44.00000     364387.32|      46.00000     380950.38|      44.00000      364387.32
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0110 403.211                 965.000  MG  |      43.85000      42315.25|      46.00000      44390.00|      43.85000       42315.25
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0120 403.213                5278.000  MG  |      43.85000     231440.30|      46.00000     242788.00|      43.85000      231440.30
  HOT MIX ASPHALT 12.5 MM, BASE           |                            |                            |
0130 409.15                 9260.000  L   |       1.30000      12038.00|       1.40000      12964.00|       1.50000       13890.00
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0140 411.10                   82.000  M3  |      15.00000       1230.00|      16.00000       1312.00|      68.00000        5576.00
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0150 502.21                   19.000  M3  |     850.00000      16150.00|     850.00000      16150.00|     500.00000        9500.00
  STRUCTURAL CONCRETE, ABUTMENTS AND      |                            |                            |
  RETAINING WALLS                         |                            |                            |
0160 502.325                          LUMP|   79500.00000      79500.00|   79500.00000      79500.00|   60000.00000       60000.00
  STRUCTURAL CONCRETE CULVERT INVERT      |                            |                            |
  LINING                                  |                            |                            |
0170 503.12                 1186.000  KG  |       2.00000       2372.00|       1.50000       1779.00|       1.50000        1779.00
  REINFORCING STEEL, FABRICATED AND       |                            |                            |
  DELIVERED                               |                            |                            |
0180 503.13                 1186.000  KG  |       6.00000       7116.00|       5.00000       5930.00|       3.00000        3558.00
  REINFORCING STEEL, PLACING              |                            |                            |
0190 508.13                  110.000  LS  |    2000.00000       2000.00|    1000.00000       1000.00|    1500.00000        1500.00
  MEMBRANE WATERPROOFING                  |                            |                            |
0200 534.70                   24.000  LS  |   75000.00000      75000.00|   70800.00000      70800.00|   77000.00000       77000.00
  PRECAST STRUCTURAL CONCRETE ARCH        |                            |                            |
0210 603.16                   47.000  M   |      85.00000       3995.00|      80.00000       3760.00|      60.00000        2820.00
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0220 603.169                 381.000  M   |     120.00000      45720.00|     130.00000      49530.00|     180.00000       68580.00
  375 MM CULVERT PIPE OPTION III          |                            |                            |
0230 603.17                   43.000  M   |     120.00000       5160.00|     120.00000       5160.00|      75.00000        3225.00
  450 MM CULVERT PIPE OPTION I            |                            |                            |
0240 603.179                  97.000  M   |     150.00000      14550.00|     160.00000      15520.00|     325.00000       31525.00
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0250 603.199                  86.000  M   |     170.00000      14620.00|     170.00000      14620.00|     400.00000       34400.00
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0260 603.209                  22.000  M   |     225.00000       4950.00|     260.00000       5720.00|     590.00000       12980.00
  750 MM CULVERT PIPE OPTION III          |                            |                            |
0270 604.09                   31.000  EA  |    1500.00000      46500.00|    1800.00000      55800.00|    1600.00000       49600.00
  CATCH BASIN TYPE B1                     |                            |                            |
0280 604.092                   6.000  EA  |    1500.00000       9000.00|    1800.00000      10800.00|    1600.00000        9600.00
  CATCH BASIN TYPE B1-C                   |                            |                            |
     LETTING DATE : 04/17/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 3
     LOCATION : MILBRIDGE                               TABULATION OF BIDS
                HARRINGTON
                CHERRYFIELD                 CONTRACT ID : 010202.00
                JONESBORO                                 =========
====================================================================================================================================
                                          |(   1  ) 000022             |(   2   ) 000010            |(   3  ) 000855
                                          |THE LANE CONSTRUCTION CORP. |THOMAS DICENZO, INC.        |BRIDGECORP
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0290 604.161                   2.000  EA  |     600.00000       1200.00|    1500.00000       3000.00|     550.00000        1100.00
  ALTERING CATCH BASIN                    |                            |                            |
0300 604.164                   2.000  EA  |    1400.00000       2800.00|    1100.00000       2200.00|    1000.00000        2000.00
  REBUILDING CATCH BASIN                  |                            |                            |
0310 605.09                 1754.000  M   |      65.00000     114010.00|      70.00000     122780.00|      72.00000      126288.00
  150 MM UNDERDRAIN TYPE B                |                            |                            |
0320 605.12                 1029.000  M   |      82.00000      84378.00|      92.00000      94668.00|      92.00000       94668.00
  375 MM UNDERDRAIN TYPE C                |                            |                            |
0330 606.17                 3351.000  M   |      32.00000     107232.00|      33.60000     112593.60|      38.50000      129013.50
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0340 606.21                  156.100  M   |      36.00000       5619.60|      37.80000       5900.58|      43.50000        6790.35
  GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES |                            |                            |
0350 606.22                   95.300  M   |      36.00000       3430.80|      37.80000       3602.34|      43.50000        4145.55
  GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS   |                            |                            |
0360 606.265                  34.000  EA  |      25.00000        850.00|      26.25000        892.50|      30.00000        1020.00
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0370 606.35                  141.000  EA  |      25.00000       3525.00|      26.25000       3701.25|      30.00000        4230.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
0380 606.752                  60.000  EA  |     650.00000      39000.00|     800.00000      48000.00|    1000.00000       60000.00
  WIDEN SHOULDER FOR MODIFIED ECCENTRIC   |                            |                            |
  LOADER TERMINAL                         |                            |                            |
0390 606.76                   60.000  EA  |    1000.00000      60000.00|    1100.00000      66000.00|    1200.00000       72000.00
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0400 609.31                 2547.000  M   |      12.50000      31837.50|      15.00000      38205.00|      20.00000       50940.00
  CURB TYPE 3                             |                            |                            |
0410 610.08                  540.000  M3  |      55.00000      29700.00|      35.00000      18900.00|      25.00000       13500.00
  PLAIN RIPRAP                            |                            |                            |
0420 613.319                8941.000  M2  |       1.90000      16987.90|       1.40000      12517.40|       1.50000       13411.50
  EROSION CONTROL BLANKET                 |                            |                            |
0430 615.07                  160.000  M3  |      20.00000       3200.00|      23.00000       3680.00|      35.00000        5600.00
  LOAM                                    |                            |                            |
0440 618.1301                 42.500  UN  |      35.00000       1487.50|      37.00000       1572.50|      23.00000         977.50
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0450 618.1401                439.400  UN  |      14.65000       6437.21|      17.00000       7469.80|      18.00000        7909.20
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0460 619.1201                481.900  UN  |       8.00000       3855.20|       9.00000       4337.10|      14.00000        6746.60
  MULCH - PLAN QUANTITY                   |                            |                            |
0470 620.58                  656.000  M2  |       2.50000       1640.00|       2.50000       1640.00|       3.00000        1968.00
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0480 627.76                           LUMP|   10000.00000      10000.00|   10000.00000      10000.00|    4200.00000        4200.00
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
     LETTING DATE : 04/17/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 4
     LOCATION : MILBRIDGE                               TABULATION OF BIDS
                HARRINGTON
                CHERRYFIELD                 CONTRACT ID : 010202.00
                JONESBORO                                 =========
====================================================================================================================================
                                          |(   1  ) 000022             |(   2   ) 000010            |(   3  ) 000855
                                          |THE LANE CONSTRUCTION CORP. |THOMAS DICENZO, INC.        |BRIDGECORP
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0490 629.05                   85.000  MH  |      25.00000       2125.00|      25.00000       2125.00|      22.00000        1870.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0500 631.12                  125.000  HR  |      85.00000      10625.00|      65.00000       8125.00|     100.00000       12500.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0510 631.14                   95.000  HR  |      80.00000       7600.00|      50.00000       4750.00|      85.00000        8075.00
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0520 631.172                 220.000  HR  |      40.00000       8800.00|      40.00000       8800.00|      40.00000        8800.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0530 631.18                   75.000  HR  |      30.00000       2250.00|      28.00000       2100.00|      25.00000        1875.00
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0540 631.32                   40.000  HR  |     125.00000       5000.00|     100.00000       4000.00|     140.00000        5600.00
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0550 639.18                    1.000  EA  |    5000.00000       5000.00|    6000.00000       6000.00|    4000.00000        4000.00
  FIELD OFFICE TYPE A                     |                            |                            |
0560 639.21                           LUMP|    1000.00000       1000.00|    2500.00000       2500.00|    1000.00000        1000.00
  TESTING FACILITIES SOILS                |                            |                            |
0570 652.39                           LUMP|  130000.00000     130000.00|  100000.00000     100000.00|   70000.00000       70000.00
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0580 656.75                           LUMP|   30000.00000      30000.00|   85000.00000      85000.00|   14500.00000       14500.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0590 659.10                           LUMP|  160000.00000     160000.00|  275000.00000     275000.00|  286000.00000      286000.00
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $  2,470,699.48|             $  2,663,555.45|              $  2,822,154.57
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  2,470,699.48|             $  2,663,555.45|              $  2,822,154.57
====================================================================================================================================