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     LETTING DATE : 01/15/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 01/15/03
                                                                                                                   PAGE : 1
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 010206.00                                     COMPLETION DATE : 08/29/03
                                                          =========
   PROJECT(S):  010206.00               COUNTIE(S) : PISCATAQUIS                    MAINE STATE DEPARTMENT OF TRANSPORTATION
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  CHIP                                                                          NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000014         FARRIN BROS. & SMITH, INC.                                             $  1,469,999.99     100.0000%
   2   000416         T BUCK CONSTRUCTION INC.                                               $  1,599,984.00     108.8424%
   3   000164         C P M CONSTRUCTORS                                                     $  1,658,971.20     112.8552%
   4   000529         BARRETT PAVING MATERIALS, INC.                                         $  1,702,882.05     115.8423%
   5   000855         BRIDGECORP                                                             $  2,026,729.70     137.8728%
====================================================================================================================================
                                          |(   1  ) 000014             |(   2  ) 000416             |(   3  ) 000164
                                          |FARRIN BROS. & SMITH, INC.  |T BUCK CONSTRUCTION INC.    |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 201.23                   12.000  EA  |     300.00000       3600.00|     350.00000       4200.00|     400.00000        4800.00
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0020 201.24                    5.000  EA  |     200.00000       1000.00|     275.00000       1375.00|     250.00000        1250.00
  REMOVING STUMP                          |                            |                            |
0030 202.203                 290.000  M2  |       9.15000       2653.50|      10.00000       2900.00|       9.15000        2653.50
  PAVEMENT BUTT JOINTS                    |                            |                            |
0040 203.2001               5100.000  M3  |      13.00000      66300.00|      11.50000      58650.00|      13.00000       66300.00
  COMMON EXCAVATION - PLAN QUANTITY       |                            |                            |
0050 304.104                8500.000  M3  |      16.00000     136000.00|      27.80000     236300.00|      23.50000      199750.00
  AGGREGATE SUBBASE COURSE - GRAVEL (PLAN |                            |                            |
  QUANTITY)                               |                            |                            |
0060 307.50                34600.000  M2  |       7.25000     250850.00|       8.00000     276800.00|       7.95000      275070.00
  PLANT MIX RECYCLED ASPHALT PAVEMENT     |                            |                            |
0070 403.209                 380.000  MG  |     107.45000      40831.00|     110.00000      41800.00|     107.45000       40831.00
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0080 403.210                5180.000  MG  |      49.35000     255633.00|      50.00000     259000.00|      49.35000      255633.00
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0090 409.15                 5630.000  L   |       0.30000       1689.00|       0.30000       1689.00|       0.30000        1689.00
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0100 411.10                  190.000  M3  |      45.00000       8550.00|      40.00000       7600.00|      35.00000        6650.00
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
     LETTING DATE : 01/15/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 01/15/03
                                                                                                                   PAGE : 2
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 010206.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000014             |(   2   ) 000416            |(   3  ) 000164
                                          |FARRIN BROS. & SMITH, INC.  |T BUCK CONSTRUCTION INC.    |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 527.301                   1.000  EA  |    8700.00000       8700.00|    7500.00000       7500.00|    6000.00000        6000.00
  ENERGY ABSORBING SYSTEM (C-A-T)         |                            |                            |
0120 603.15                    6.400  M   |      83.00000        531.20|     100.00000        640.00|     130.00000         832.00
  300  MILLI METER CULVERT PIPE OPTION I  |                            |                            |
0130 603.16                   57.600  M   |      85.00000       4896.00|      90.00000       5184.00|     132.00000        7603.20
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0140 603.17                   53.400  M   |      95.00000       5073.00|     120.00000       6408.00|     135.00000        7209.00
  450 MM CULVERT PIPE OPTION I            |                            |                            |
0150 603.179                  52.800  M   |     185.00000       9768.00|     115.00000       6072.00|     180.00000        9504.00
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0160 603.19                   12.600  M   |     115.00000       1449.00|     250.00000       3150.00|     350.00000        4410.00
  600 MM CULVERT PIPE OPTION I            |                            |                            |
0170 603.199                  18.600  M   |     200.00000       3720.00|     110.00000       2046.00|     300.00000        5580.00
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0180 603.20                    7.800  M   |     130.00000       1014.00|     210.00000       1638.00|     325.00000        2535.00
  750 MM CULVERT PIPE OPTION I            |                            |                            |
0190 603.205                  81.600  M   |     250.00000      20400.00|     190.00000      15504.00|     350.00000       28560.00
  750 MM REINFORCED CONCRETE PIPE CLASS   |                            |                            |
  III                                     |                            |                            |
0200 603.209                   4.800  M   |     248.00000       1190.40|     220.00000       1056.00|     375.00000        1800.00
  750 MM CULVERT PIPE OPTION III          |                            |                            |
0210 603.21                    6.600  M   |     150.00000        990.00|     125.00000        825.00|     380.00000        2508.00
  900 MM CULVERT PIPE OPTION I            |                            |                            |
0220 603.215                  73.800  M   |     300.00000      22140.00|     240.00000      17712.00|     425.00000       31365.00
  900 MM REINFORCED CONCRETE PIPE CLASS   |                            |                            |
  III                                     |                            |                            |
0230 604.092                   9.000  EA  |    1600.00000      14400.00|    2000.00000      18000.00|    2200.00000       19800.00
  CATCH BASIN TYPE B1-C                   |                            |                            |
0240 604.0956                  4.000  EA  |    5500.00000      22000.00|    4400.00000      17600.00|    6000.00000       24000.00
  2400 MM CATCH BASIN TYPE B1             |                            |                            |
0250 604.097                   2.000  EA  |    4500.00000       9000.00|    3150.00000       6300.00|    4000.00000        8000.00
  1800 MM CATCH BASIN TYPE B1-C           |                            |                            |
0260 604.164                   1.000  EA  |    1600.00000       1600.00|     950.00000        950.00|     900.00000         900.00
  REBUILDING CATCH BASIN                  |                            |                            |
0270 604.18                    1.000  EA  |    1200.00000       1200.00|     350.00000        350.00|     350.00000         350.00
  ADJUSTING MANHOLE OR CATCH BASIN TO     |                            |                            |
  GRADE                                   |                            |                            |
0280 605.13                  357.000  M   |     120.00000      42840.00|     120.00000      42840.00|     140.00000       49980.00
  450 MM UNDERDRAIN TYPE C                |                            |                            |
0290 605.15                  119.000  M   |     150.00000      17850.00|     160.00000      19040.00|     180.00000       21420.00
  600 MM UNDERDRAIN TYPE C                |                            |                            |
     LETTING DATE : 01/15/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 01/15/03
                                                                                                                   PAGE : 3
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 010206.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000014             |(   2   ) 000416            |(   3  ) 000164
                                          |FARRIN BROS. & SMITH, INC.  |T BUCK CONSTRUCTION INC.    |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 605.17                  146.000  M   |     180.00000      26280.00|     195.00000      28470.00|     185.00000       27010.00
  750 MM UNDERDRAIN TYPE C                |                            |                            |
0310 605.18                   12.000  M   |     210.00000       2520.00|     235.00000       2820.00|     300.00000        3600.00
  900 MM UNDERDRAIN TYPE C                |                            |                            |
0320 606.151                 360.000  M   |      41.53000      14950.80|      47.00000      16920.00|      47.00000       16920.00
  GUARDRAIL TYPE 3AA - SINGLE RAIL        |                            |                            |
0330 606.191                  16.000  M   |      44.82000        717.12|      50.00000        800.00|      50.00000         800.00
  GUARDRAIL TYPE 3AA - 4.5 M RADIUS AND   |                            |                            |
  LESS                                    |                            |                            |
0340 606.201                  16.000  M   |      44.82000        717.12|      50.00000        800.00|      50.00000         800.00
  GUARDRAIL TYPE 3AA - OVER 4.5 M RADIUS  |                            |                            |
0350 606.266                   5.000  EA  |      65.00000        325.00|      40.00000        200.00|      40.00000         200.00
  TERMINAL END - SINGLE RAIL - CORROSION  |                            |                            |
  RESISTANT STEEL                         |                            |                            |
0360 606.35                   10.000  EA  |      25.00000        250.00|      40.00000        400.00|      40.00000         400.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
0370 606.47                   40.000  EA  |      35.00000       1400.00|      26.00000       1040.00|      26.00000        1040.00
  SINGLE WOOD POST                        |                            |                            |
0380 609.31                 1050.000  M   |      16.65000      17482.50|      12.00000      12600.00|      11.65000       12232.50
  CURB TYPE 3                             |                            |                            |
0390 610.08                 3500.000  M3  |      50.00000     175000.00|      35.00000     122500.00|      45.00000      157500.00
  PLAIN RIPRAP                            |                            |                            |
0400 610.18                  130.000  M3  |      48.00000       6240.00|      45.00000       5850.00|      45.00000        5850.00
  STONE DITCH PROTECTION                  |                            |                            |
0410 613.319                1940.000  M2  |       1.45000       2813.00|       2.00000       3880.00|       2.50000        4850.00
  EROSION CONTROL BLANKET                 |                            |                            |
0420 615.07                  500.000  M3  |      35.00000      17500.00|      50.00000      25000.00|      45.00000       22500.00
  LOAM                                    |                            |                            |
0430 618.1301                 50.000  UN  |      20.00000       1000.00|      20.00000       1000.00|      28.00000        1400.00
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0440 618.1401                180.000  UN  |      14.20000       2556.00|      14.20000       2556.00|      16.85000        3033.00
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0450 619.1201                230.000  UN  |       6.99000       1607.70|       7.00000       1610.00|       8.45000        1943.50
  MULCH - PLAN QUANTITY                   |                            |                            |
0460 620.58                 8150.000  M2  |       2.50000      20375.00|       1.00000       8150.00|       1.50000       12225.00
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0470 627.75                   40.000  M2  |      64.56000       2582.40|      65.00000       2600.00|      64.60000        2584.00
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
0480 627.76                           LUMP|    3000.00000       3000.00|   10000.00000      10000.00|    9600.00000        9600.00
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
     LETTING DATE : 01/15/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 01/15/03
                                                                                                                   PAGE : 4
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 010206.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000014             |(   2   ) 000416            |(   3  ) 000164
                                          |FARRIN BROS. & SMITH, INC.  |T BUCK CONSTRUCTION INC.    |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0490 629.05                   40.000  HR  |      25.00000       1000.00|      35.00000       1400.00|      25.00000        1000.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0500 631.10                   10.000  HR  |      20.00000        200.00|      40.00000        400.00|      30.00000         300.00
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                            |                            |
0510 631.11                   10.000  HR  |      20.00000        200.00|      50.00000        500.00|      30.00000         300.00
  AIR TOOL (INCLUDING OPERATOR)           |                            |                            |
0520 631.12                   40.000  HR  |      85.00000       3400.00|     115.00000       4600.00|      75.00000        3000.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0530 631.172                  40.000  HR  |      40.00000       1600.00|      55.00000       2200.00|      45.00000        1800.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0540 631.18                   40.000  HR  |      30.00000       1200.00|      35.00000       1400.00|      30.00000        1200.00
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0550 631.20                   50.000  HR  |      50.00000       2500.00|      75.00000       3750.00|     125.00000        6250.00
  STUMP CHIPPER (INCLUDING OPERATOR)      |                            |                            |
0560 631.32                   20.000  HR  |      50.00000       1000.00|      65.00000       1300.00|     150.00000        3000.00
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0570 637.071                          LUMP|   20000.00000      20000.00|   32000.00000      32000.00|   20000.00000       20000.00
  DUST CONTROL                            |                            |                            |
0580 639.19                    1.000  EA  |    5000.00000       5000.00|    6500.00000       6500.00|    8000.00000        8000.00
  FIELD OFFICE TYPE B                     |                            |                            |
0590 652.38                 4200.000  HR  |      17.00000      71400.00|      12.00000      50400.00|      15.50000       65100.00
  FLAGGER                                 |                            |                            |
0600 652.39                           LUMP|   20000.00000      20000.00|   24500.00000      24500.00|   15000.00000       15000.00
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0610 653.22                  149.000  M2  |      25.00000       3725.00|      11.00000       1639.00|      20.00000        2980.00
  50 MM POLYSTYRENE PLASTIC INSULATION    |                            |                            |
0620 656.75                           LUMP|   35000.00000      35000.00|   49500.00000      49500.00|   30000.00000       30000.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0630 658.20                   19.000  M2  |      29.50000        560.50|      30.00000        570.00|      29.50000         560.50
  ACRYLIC LATEX COLOR FINISH, GREEN       |                            |                            |
0640 659.10                           LUMP|   45029.75000      45029.75|  108000.00000     108000.00|  129000.00000      129000.00
  MOBILIZATION                            |                            |                            |
0650 660.21                 1000.000  HR  |       5.00000       5000.00|       1.00000       1000.00|       0.01000          10.00
  ON-THE-JOB TRAINING (BID)               |                            |                            |
     SECTION TOTALS                       |             $  1,469,999.99|             $  1,599,984.00|              $  1,658,971.20
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  1,469,999.99|             $  1,599,984.00|              $  1,658,971.20
====================================================================================================================================
     LETTING DATE : 01/15/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 01/15/03
                                                                                                                   PAGE : 5
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 010206.00
                                                          =========
====================================================================================================================================
                                          |(   4  ) 000529             |(   5   ) 000855            |(      )
                                          |BARRETT PAVING MATERIALS, I |BRIDGECORP                  |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 201.23                   12.000  EA  |     300.30000       3603.60|     525.00000       6300.00|
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0020 201.24                    5.000  EA  |     272.50000       1362.50|     225.00000       1125.00|
  REMOVING STUMP                          |                            |                            |
0030 202.203                 290.000  M2  |       9.15000       2653.50|      13.00000       3770.00|
  PAVEMENT BUTT JOINTS                    |                            |                            |
0040 203.2001               5100.000  M3  |      10.00000      51000.00|      23.00000     117300.00|
  COMMON EXCAVATION - PLAN QUANTITY       |                            |                            |
0050 304.104                8500.000  M3  |      23.75000     201875.00|      32.00000     272000.00|
  AGGREGATE SUBBASE COURSE - GRAVEL (PLAN |                            |                            |
  QUANTITY)                               |                            |                            |
0060 307.50                34600.000  M2  |       9.45000     326970.00|       7.75000     268150.00|
  PLANT MIX RECYCLED ASPHALT PAVEMENT     |                            |                            |
0070 403.209                 380.000  MG  |     107.45000      40831.00|     125.00000      47500.00|
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0080 403.210                5180.000  MG  |      49.35000     255633.00|      49.35000     255633.00|
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0090 409.15                 5630.000  L   |       0.30000       1689.00|       0.30000       1689.00|
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0100 411.10                  190.000  M3  |      59.00000      11210.00|      90.00000      17100.00|
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0110 527.301                   1.000  EA  |    9483.00000       9483.00|    8700.00000       8700.00|
  ENERGY ABSORBING SYSTEM (C-A-T)         |                            |                            |
0120 603.15                    6.400  M   |     151.55000        969.92|     175.00000       1120.00|
  300  MILLI METER CULVERT PIPE OPTION I  |                            |                            |
0130 603.16                   57.600  M   |      96.30000       5546.88|      72.00000       4147.20|
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0140 603.17                   53.400  M   |     152.05000       8119.47|     165.00000       8811.00|
  450 MM CULVERT PIPE OPTION I            |                            |                            |
0150 603.179                  52.800  M   |     237.50000      12540.00|     290.00000      15312.00|
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0160 603.19                   12.600  M   |     317.25000       3997.35|     430.00000       5418.00|
  600 MM CULVERT PIPE OPTION I            |                            |                            |
0170 603.199                  18.600  M   |     210.85000       3921.81|     290.00000       5394.00|
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0180 603.20                    7.800  M   |     258.90000       2019.42|     380.00000       2964.00|
  750 MM CULVERT PIPE OPTION I            |                            |                            |
     LETTING DATE : 01/15/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 01/15/03
                                                                                                                   PAGE : 6
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 010206.00
                                                          =========
====================================================================================================================================
                                          |(   4  ) 000529             |(   5   ) 000855            |(      )
                                          |BARRETT PAVING MATERIALS, I |BRIDGECORP                  |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 603.205                  81.600  M   |     226.00000      18441.60|     280.00000      22848.00|
  750 MM REINFORCED CONCRETE PIPE CLASS   |                            |                            |
  III                                     |                            |                            |
0200 603.209                   4.800  M   |     370.70000       1779.36|     900.00000       4320.00|
  750 MM CULVERT PIPE OPTION III          |                            |                            |
0210 603.21                    6.600  M   |     228.60000       1508.76|     450.00000       2970.00|
  900 MM CULVERT PIPE OPTION I            |                            |                            |
0220 603.215                  73.800  M   |     315.00000      23247.00|     420.00000      30996.00|
  900 MM REINFORCED CONCRETE PIPE CLASS   |                            |                            |
  III                                     |                            |                            |
0230 604.092                   9.000  EA  |    2047.30000      18425.70|    2500.00000      22500.00|
  CATCH BASIN TYPE B1-C                   |                            |                            |
0240 604.0956                  4.000  EA  |    5435.95000      21743.80|    9600.00000      38400.00|
  2400 MM CATCH BASIN TYPE B1             |                            |                            |
0250 604.097                   2.000  EA  |    4451.65000       8903.30|    6000.00000      12000.00|
  1800 MM CATCH BASIN TYPE B1-C           |                            |                            |
0260 604.164                   1.000  EA  |     950.60000        950.60|    1300.00000       1300.00|
  REBUILDING CATCH BASIN                  |                            |                            |
0270 604.18                    1.000  EA  |     613.75000        613.75|     620.00000        620.00|
  ADJUSTING MANHOLE OR CATCH BASIN TO     |                            |                            |
  GRADE                                   |                            |                            |
0280 605.13                  357.000  M   |     144.80000      51693.60|     145.00000      51765.00|
  450 MM UNDERDRAIN TYPE C                |                            |                            |
0290 605.15                  119.000  M   |     195.50000      23264.50|     175.00000      20825.00|
  600 MM UNDERDRAIN TYPE C                |                            |                            |
0300 605.17                  146.000  M   |     187.80000      27418.80|     210.00000      30660.00|
  750 MM UNDERDRAIN TYPE C                |                            |                            |
0310 605.18                   12.000  M   |     271.70000       3260.40|     250.00000       3000.00|
  900 MM UNDERDRAIN TYPE C                |                            |                            |
0320 606.151                 360.000  M   |      45.25000      16290.00|      42.00000      15120.00|
  GUARDRAIL TYPE 3AA - SINGLE RAIL        |                            |                            |
0330 606.191                  16.000  M   |      48.85000        781.60|      45.00000        720.00|
  GUARDRAIL TYPE 3AA - 4.5 M RADIUS AND   |                            |                            |
  LESS                                    |                            |                            |
0340 606.201                  16.000  M   |      48.85000        781.60|      45.00000        720.00|
  GUARDRAIL TYPE 3AA - OVER 4.5 M RADIUS  |                            |                            |
0350 606.266                   5.000  EA  |      70.85000        354.25|      65.00000        325.00|
  TERMINAL END - SINGLE RAIL - CORROSION  |                            |                            |
  RESISTANT STEEL                         |                            |                            |
0360 606.35                   10.000  EA  |      27.25000        272.50|      25.00000        250.00|
  GUARDRAIL DELINEATOR POST               |                            |                            |
     LETTING DATE : 01/15/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 01/15/03
                                                                                                                   PAGE : 7
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 010206.00
                                                          =========
====================================================================================================================================
                                          |(   4  ) 000529             |(   5   ) 000855            |(      )
                                          |BARRETT PAVING MATERIALS, I |BRIDGECORP                  |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0370 606.47                   40.000  EA  |      38.15000       1526.00|      35.00000       1400.00|
  SINGLE WOOD POST                        |                            |                            |
0380 609.31                 1050.000  M   |      11.65000      12232.50|      17.00000      17850.00|
  CURB TYPE 3                             |                            |                            |
0390 610.08                 3500.000  M3  |      30.70000     107450.00|      74.00000     259000.00|
  PLAIN RIPRAP                            |                            |                            |
0400 610.18                  130.000  M3  |      33.90000       4407.00|      74.00000       9620.00|
  STONE DITCH PROTECTION                  |                            |                            |
0410 613.319                1940.000  M2  |       1.50000       2910.00|       3.50000       6790.00|
  EROSION CONTROL BLANKET                 |                            |                            |
0420 615.07                  500.000  M3  |      53.65000      26825.00|      55.00000      27500.00|
  LOAM                                    |                            |                            |
0430 618.1301                 50.000  UN  |      21.80000       1090.00|      21.00000       1050.00|
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0440 618.1401                180.000  UN  |      15.50000       2790.00|      15.00000       2700.00|
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0450 619.1201                230.000  UN  |       7.60000       1748.00|       7.00000       1610.00|
  MULCH - PLAN QUANTITY                   |                            |                            |
0460 620.58                 8150.000  M2  |       1.90000      15485.00|       4.25000      34637.50|
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0470 627.75                   40.000  M2  |      70.35000       2814.00|      70.00000       2800.00|
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
0480 627.76                           LUMP|     434.05000        434.05|    5000.00000       5000.00|
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0490 629.05                   40.000  HR  |      38.15000       1526.00|      20.00000        800.00|
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0500 631.10                   10.000  HR  |      20.00000        200.00|      25.00000        250.00|
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                            |                            |
0510 631.11                   10.000  HR  |      20.50000        205.00|      25.00000        250.00|
  AIR TOOL (INCLUDING OPERATOR)           |                            |                            |
0520 631.12                   40.000  HR  |      86.95000       3478.00|     110.00000       4400.00|
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0530 631.172                  40.000  HR  |      40.90000       1636.00|      45.00000       1800.00|
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0540 631.18                   40.000  HR  |     109.00000       4360.00|      25.00000       1000.00|
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0550 631.20                   50.000  HR  |      81.75000       4087.50|     125.00000       6250.00|
  STUMP CHIPPER (INCLUDING OPERATOR)      |                            |                            |
     LETTING DATE : 01/15/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 01/15/03
                                                                                                                   PAGE : 8
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 010206.00
                                                          =========
====================================================================================================================================
                                          |(   4  ) 000529             |(   5   ) 000855            |(      )
                                          |BARRETT PAVING MATERIALS, I |BRIDGECORP                  |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0560 631.32                   20.000  HR  |     137.45000       2749.00|     200.00000       4000.00|
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0570 637.071                          LUMP|   33993.95000      33993.95|    7000.00000       7000.00|
  DUST CONTROL                            |                            |                            |
0580 639.19                    1.000  EA  |    8202.90000       8202.90|    7000.00000       7000.00|
  FIELD OFFICE TYPE B                     |                            |                            |
0590 652.38                 4200.000  HR  |      19.55000      82110.00|      20.00000      84000.00|
  FLAGGER                                 |                            |                            |
0600 652.39                           LUMP|   52810.80000      52810.80|    5000.00000       5000.00|
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0610 653.22                  149.000  M2  |      10.35000       1542.15|      10.00000       1490.00|
  50 MM POLYSTYRENE PLASTIC INSULATION    |                            |                            |
0620 656.75                           LUMP|   12358.90000      12358.90|   12000.00000      12000.00|
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0630 658.20                   19.000  M2  |      32.15000        610.85|      40.00000        760.00|
  ACRYLIC LATEX COLOR FINISH, GREEN       |                            |                            |
0640 659.10                           LUMP|  149142.88000     149142.88|  218000.00000     218000.00|
  MOBILIZATION                            |                            |                            |
0650 660.21                 1000.000  HR  |       1.00000       1000.00|       1.00000       1000.00|
  ON-THE-JOB TRAINING (BID)               |                            |                            |
     SECTION TOTALS                       |             $  1,702,882.05|             $  2,026,729.70|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  1,702,882.05|             $  2,026,729.70|              $
====================================================================================================================================