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     LETTING DATE : 03/13/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 1
     LOCATION : BINGHAM                                 TABULATION OF BIDS
                                            CONTRACT ID : 010620.00                                     COMPLETION DATE : 12/07/02
                                                          =========
   PROJECT(S):  NH-A062(000)E           COUNTIE(S) : SOMERSET                       MAINE STATE DEPARTMENT OF TRANSPORTATION
                STP-1062(600)X
                010785.00                                                          A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  LEVEL 1 RESURFACING                                                           NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000014         FARRIN BROS. & SMITH, INC.                                             $  2,786,000.00     100.0000%
   2   000059         PIKE INDUSTRIES, INC.                                                  $  2,858,725.25     102.6104%
   3   000855         BRIDGECORP                                                             $  3,114,773.40     111.8009%
====================================================================================================================================
                                          |(   1  ) 000014             |(   2  ) 000059             |(   3  ) 000855
                                          |FARRIN BROS. & SMITH, INC.  |PIKE INDUSTRIES, INC.       |BRIDGECORP
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 202.202              154175.000  M2  |       1.04000     160342.00|       1.00000     154175.00|       1.00000      154175.00
  REMOVING PAVEMENT SURFACE               |                            |                            |
0020 202.203                1850.000  M2  |      20.00000      37000.00|      20.00000      37000.00|      13.00000       24050.00
  PAVEMENT BUTT JOINTS                    |                            |                            |
0030 203.20                 4425.000  M3  |       8.00000      35400.00|       8.00000      35400.00|      11.00000       48675.00
  COMMON EXCAVATION                       |                            |                            |
0040 203.2021              10555.000  M   |       8.00000      84440.00|       6.75000      71246.25|      12.60000      132993.00
  INSLOPE REHABILITATION                  |                            |                            |
0050 203.203               16440.000  M   |      11.50000     189060.00|       7.75000     127410.00|      13.60000      223584.00
  DITCH EXCAVATION                        |                            |                            |
0060 203.21                 1050.000  M3  |      40.00000      42000.00|      40.00000      42000.00|      11.00000       11550.00
  ROCK EXCAVATION                         |                            |                            |
0070 204.41                34350.000  M2  |       2.50000      85875.00|       2.75000      94462.50|       4.20000      144270.00
  REHABILITATION OF EXISTING SHOULDERS,   |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0080 304.10                 4010.000  M3  |      11.00000      44110.00|      24.00000      96240.00|      17.00000       68170.00
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0090 304.103                 600.000  M3  |      15.00000       9000.00|      40.00000      24000.00|      25.00000       15000.00
  AGGREGATE SUBBASE - GRAVEL (TRUCK       |                            |                            |
  MEASURE)                                |                            |                            |
0100 403.209                 675.000  MG  |      90.00000      60750.00|      90.00000      60750.00|     110.00000       74250.00
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
     LETTING DATE : 03/13/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 2
     LOCATION : BINGHAM                                 TABULATION OF BIDS
                                            CONTRACT ID : 010620.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000014             |(   2   ) 000059            |(   3  ) 000855
                                          |FARRIN BROS. & SMITH, INC.  |PIKE INDUSTRIES, INC.       |BRIDGECORP
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 403.210               18150.000  MG  |      35.50000     644325.00|      35.50000     644325.00|      35.50000      644325.00
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0120 403.211                6200.000  MG  |      35.50000     220100.00|      35.50000     220100.00|      35.50000      220100.00
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0130 403.213                4400.000  MG  |      47.50000     209000.00|      47.50000     209000.00|      47.50000      209000.00
  HOT MIX ASPHALT 12.5 MM, BASE           |                            |                            |
0140 409.15                52300.000  L   |       0.90000      47070.00|       0.75000      39225.00|       0.95000       49685.00
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0150 411.10                  505.000  M3  |      35.00000      17675.00|      50.00000      25250.00|      80.00000       40400.00
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0160 504.069                  12.000  EA  |     150.00000       1800.00|      75.00000        900.00|     210.00000        2520.00
  CONCRETE PIPE TIES                      |                            |                            |
0170 511.07                           LUMP|    2500.00000       2500.00|    9500.00000       9500.00|   21000.00000       21000.00
  COFFERDAM:                              |                            |                            |
0180 603.16                  278.300  M   |      85.00000      23655.50|      70.00000      19481.00|      65.00000       18089.50
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0190 603.17                  380.000  M   |      95.00000      36100.00|      75.00000      28500.00|      80.00000       30400.00
  450 MM CULVERT PIPE OPTION I            |                            |                            |
0200 603.179                  30.000  M   |     185.00000       5550.00|     250.00000       7500.00|     560.00000       16800.00
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0210 603.19                   46.000  M   |     105.00000       4830.00|      95.00000       4370.00|     115.00000        5290.00
  600 MM CULVERT PIPE OPTION I            |                            |                            |
0220 603.199                 240.000  M   |     200.00000      48000.00|     140.00000      33600.00|     230.00000       55200.00
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0230 603.20                   12.200  M   |     130.00000       1586.00|     125.00000       1525.00|     150.00000        1830.00
  750 MM CULVERT PIPE OPTION I            |                            |                            |
0240 603.46                   69.500  M   |     400.00000      27800.00|     450.00000      31275.00|     850.00000       59075.00
  1372 MM REINFORCED CONCRETE PIPE CLASS  |                            |                            |
  IV                                      |                            |                            |
0250 603.7418                  3.600  M   |     198.00000        712.80|     250.00000        900.00|     850.00000        3060.00
  REMOVE AND RELAY 450 MM CONCRETE PIPE   |                            |                            |
0260 603.7424                  8.400  M   |     200.00000       1680.00|     300.00000       2520.00|    1400.00000       11760.00
  REMOVE AND RELAY 600 MM CONCRETE PIPE   |                            |                            |
0270 604.092                  14.000  EA  |    1600.00000      22400.00|    1400.00000      19600.00|    2350.00000       32900.00
  CATCH BASIN TYPE B1-C                   |                            |                            |
0280 604.167                  12.000  EA  |     700.00000       8400.00|     150.00000       1800.00|     300.00000        3600.00
  ALTER CATCH BASIN GRATE TO CASCADE      |                            |                            |
0290 604.18                   20.000  EA  |     400.00000       8000.00|     325.00000       6500.00|     475.00000        9500.00
  ADJUSTING MANHOLE OR CATCH BASIN TO     |                            |                            |
  GRADE                                   |                            |                            |
     LETTING DATE : 03/13/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 3
     LOCATION : BINGHAM                                 TABULATION OF BIDS
                                            CONTRACT ID : 010620.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000014             |(   2   ) 000059            |(   3  ) 000855
                                          |FARRIN BROS. & SMITH, INC.  |PIKE INDUSTRIES, INC.       |BRIDGECORP
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 605.13                  430.000  M   |      83.50000      35905.00|      70.00000      30100.00|     135.00000       58050.00
  450 MM UNDERDRAIN TYPE C                |                            |                            |
0310 605.15                  225.000  M   |      93.50000      21037.50|      80.00000      18000.00|     150.00000       33750.00
  600 MM UNDERDRAIN TYPE C                |                            |                            |
0320 606.178                 114.300  M   |      24.65000       2817.50|      25.00000       2857.50|      28.00000        3200.40
  GUARDRAIL BEAM                          |                            |                            |
0330 609.31                 2750.000  M   |      14.00000      38500.00|      14.00000      38500.00|      20.00000       55000.00
  CURB TYPE 3                             |                            |                            |
0340 610.08                  150.000  M3  |      55.00000       8250.00|      35.00000       5250.00|      90.00000       13500.00
  PLAIN RIPRAP                            |                            |                            |
0350 610.18                 1900.000  M3  |      50.00000      95000.00|      40.00000      76000.00|      48.00000       91200.00
  STONE DITCH PROTECTION                  |                            |                            |
0360 613.319               26430.000  M2  |       1.45000      38323.50|       1.00000      26430.00|       3.25000       85897.50
  EROSION CONTROL BLANKET                 |                            |                            |
0370 618.1401               1164.000  UN  |      13.90000      16179.60|      15.00000      17460.00|      20.00000       23280.00
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0380 619.1201               1164.000  UN  |       5.75000       6693.00|       7.00000       8148.00|      11.00000       12804.00
  MULCH - PLAN QUANTITY                   |                            |                            |
0390 620.58                 6700.000  M2  |       2.50000      16750.00|       1.00000       6700.00|       4.50000       30150.00
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0400 627.75                   20.000  M2  |      65.00000       1300.00|      50.00000       1000.00|      62.00000        1240.00
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
0410 627.76                           LUMP|   10000.00000      10000.00|    5000.00000       5000.00|   10000.00000       10000.00
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0420 629.05                   75.000  MH  |      25.00000       1875.00|      25.00000       1875.00|      20.00000        1500.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0430 631.12                  180.000  HR  |      70.00000      12600.00|      80.00000      14400.00|      95.00000       17100.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0440 631.132                  30.000  HR  |      40.00000       1200.00|      65.00000       1950.00|      75.00000        2250.00
  SMALL BULLDOZER (INCLUDING OPERATOR)    |                            |                            |
0450 631.14                   30.000  HR  |      70.00000       2100.00|      90.00000       2700.00|      95.00000        2850.00
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0460 631.172                 260.000  HR  |      30.00000       7800.00|      45.00000      11700.00|      45.00000       11700.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0470 631.18                   40.000  HR  |      30.00000       1200.00|      40.00000       1600.00|      25.00000        1000.00
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0480 631.32                   65.000  HR  |     150.00000       9750.00|     200.00000      13000.00|     200.00000       13000.00
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
     LETTING DATE : 03/13/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 4
     LOCATION : BINGHAM                                 TABULATION OF BIDS
                                            CONTRACT ID : 010620.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000014             |(   2   ) 000059            |(   3  ) 000855
                                          |FARRIN BROS. & SMITH, INC.  |PIKE INDUSTRIES, INC.       |BRIDGECORP
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0490 639.18                    1.000  EA  |    5000.00000       5000.00|    8000.00000       8000.00|    8000.00000        8000.00
  FIELD OFFICE TYPE A                     |                            |                            |
0500 652.38                10100.000  MH  |      10.00000     101000.00|      15.00000     151500.00|       5.50000       55550.00
  FLAGGER                                 |                            |                            |
0510 652.39                           LUMP|   35000.00000      35000.00|   85000.00000      85000.00|   29500.00000       29500.00
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0520 652.41                    2.000  EA  |   10000.00000      20000.00|    8500.00000      17000.00|    7000.00000       14000.00
  PORTABLE - CHANGEABLE MESSAGE SIGN      |                            |                            |
0530 656.75                           LUMP|   38000.00000      38000.00|   40000.00000      40000.00|    8000.00000        8000.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0540 659.10                           LUMP|  175557.60000     175557.60|  225000.00000     225000.00|  200000.00000      200000.00
  MOBILIZATION                            |                            |                            |
0550 660.21                 1000.000  MH  |       5.00000       5000.00|       1.00000       1000.00|       1.00000        1000.00
  ON-THE-JOB TRAINING (BID)               |                            |                            |
     SECTION TOTALS                       |             $  2,786,000.00|             $  2,858,725.25|              $  3,114,773.40
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  2,786,000.00|             $  2,858,725.25|              $  3,114,773.40
====================================================================================================================================