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     LETTING DATE : 10/22/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 10/22/03
                                                                                                                   PAGE : 1
     COUNTIE(S): HANCOCK                                TABULATION OF BIDS
                                            CONTRACT ID : 009720.00                                     COMPLETION DATE : 10/30/04
                                                           =========
   PROJECT(S):  STP-9720(00)X           LOCATION(S): CASTINE-PENOBSCOT              MAINE STATE DEPARTMENT OF TRANSPORTATION
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  COLLECTOR HIGHWAY IMPROVEMENT PROGRAM                                         NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000022         THE LANE CONSTRUCTION CORP.                                            $  2,327,381.16     100.0000%
   2   000164         C P M CONSTRUCTORS                                                     $  2,837,080.13     121.9001%
====================================================================================================================================
                                          |(   1  ) 000022             |(   2  ) 000164             |(      )
                                          |THE LANE CONSTRUCTION CORP. |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 201.11                    0.100  HA  |   30000.00000       3000.00|   20000.00000       2000.00|
  CLEARING                                |                            |                            |
0020 201.23                   26.000  EA  |     420.00000      10920.00|     375.00000       9750.00|
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0030 201.24                   26.000  EA  |     220.00000       5720.00|     375.00000       9750.00|
  REMOVING STUMP                          |                            |                            |
0040 202.127               12527.000  LS  |   30000.00000      30000.00|   35000.00000      35000.00|
  REMOVE EXISTING BITUMINOUS PAVEMENT     |                            |                            |
0050 202.203                 740.000  M2  |      10.00000       7400.00|      25.00000      18500.00|
  PAVEMENT BUTT JOINTS                    |                            |                            |
0060 203.2001               3724.000  M3  |      11.00000      40964.00|      12.00000      44688.00|
  COMMON EXCAVATION - PLAN QUANTITY       |                            |                            |
0070 203.21                   10.000  M3  |     175.00000       1750.00|     200.00000       2000.00|
  ROCK EXCAVATION                         |                            |                            |
0080 206.0619                 15.240  M3  |     250.00000       3810.00|     225.00000       3429.00|
  STRUCTURAL ROCK EXCAVATION - DRAINAGE   |                            |                            |
  AND MINOR STRUCTURES - BELOW GRADE      |                            |                            |
0090 211.20                 1300.000  M   |       8.00000      10400.00|       9.00000      11700.00|
  INSLOPE EXCAVATION                      |                            |                            |
0100 211.30                12488.000  M   |       9.00000     112392.00|       9.00000     112392.00|
  DITCH EXCAVATION                        |                            |                            |
0110 304.102                9664.000  M3  |      20.00000     193280.00|      36.00000     347904.00|
  AGGREGATE SUBBASE COURSE - GRAVEL (PIT  |                            |                            |
  MEASURE)                                |                            |                            |
     LETTING DATE : 10/22/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 10/22/03
                                                                                                                   PAGE : 2
     COUNTIE(S): HANCOCK                                TABULATION OF BIDS
                                            CONTRACT ID : 009720.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000022             |(   2   ) 000164            |(      )
                                          |THE LANE CONSTRUCTION CORP. |C P M CONSTRUCTORS          |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 310.14                48753.600  M2  |       6.80000     331524.48|       7.50000     365652.00|
  COLD-IN-PLACE RECYCLING                 |                            |                            |
0130 403.207                8001.000  MG  |      42.00000     336042.00|      42.50000     340042.50|
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0140 403.208                5561.290  MG  |      42.00000     233574.18|      42.50000     236354.83|
  HOT MIX ASPHALT 12.5 MM, SURFACE        |                            |                            |
0150 403.209                  80.000  MG  |     110.00000       8800.00|      95.00000       7600.00|
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0160 403.210                4724.000  MG  |      43.20000     204076.80|      42.50000     200770.00|
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0170 403.211                1500.000  MG  |      43.80000      65700.00|      42.50000      63750.00|
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0180 403.213                1034.000  MG  |      42.00000      43428.00|      42.50000      43945.00|
  HOT MIX ASPHALT 12.5 MM, BASE           |                            |                            |
0190 409.15                12680.000  L   |       1.35000      17118.00|       1.35000      17118.00|
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0200 502.41                   30.000  M3  |     900.00000      27000.00|    1250.00000      37500.00|
  STRUCTURAL CONCRETE SUPERSTRUCTURE SLAB |                            |                            |
0210 502.49                    5.000  LS  |    5000.00000       5000.00|    7500.00000       7500.00|
  STRUCTURAL CONCRETE CURBS AND SIDEWALKS |                            |                            |
0220 503.14                 4200.000  KG  |       1.10000       4620.00|       1.50000       6300.00|
  EPOXY COATED REINFORCING STEEL,         |                            |                            |
  FABRICATED AND DELIVERED                |                            |                            |
0230 503.15                 4200.000  KG  |       1.50000       6300.00|       1.50000       6300.00|
  EPOXY COATED REINFORCING STEEL PLACING  |                            |                            |
0240 508.13                  102.000  LS  |    3340.00000       3340.00|    5000.00000       5000.00|
  MEMBRANE WATERPROOFING                  |                            |                            |
0250 603.16                  637.000  M   |     110.00000      70070.00|      85.00000      54145.00|
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0260 603.161                   1.200  M   |     300.00000        360.00|     600.00000        720.00|
  375 MM CORRUGATED METAL PIPE            |                            |                            |
0270 603.169                  65.200  M   |     150.00000       9780.00|     225.00000      14670.00|
  375 MM CULVERT PIPE OPTION III          |                            |                            |
0280 603.17                  470.000  M   |     120.00000      56400.00|      95.00000      44650.00|
  450 MM CULVERT PIPE OPTION I            |                            |                            |
0290 603.179                 100.100  M   |     187.00000      18718.70|     230.00000      23023.00|
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0300 603.191                   6.000  M   |     350.00000       2100.00|     625.00000       3750.00|
  600 MM CORRUGATED METAL PIPE            |                            |                            |
0310 603.199                  68.300  M   |     225.00000      15367.50|     235.00000      16050.50|
  600 MM CULVERT PIPE OPTION III          |                            |                            |
     LETTING DATE : 10/22/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 10/22/03
                                                                                                                   PAGE : 3
     COUNTIE(S): HANCOCK                                TABULATION OF BIDS
                                            CONTRACT ID : 009720.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000022             |(   2   ) 000164            |(      )
                                          |THE LANE CONSTRUCTION CORP. |C P M CONSTRUCTORS          |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0320 603.219                  20.000  M   |     400.00000       8000.00|     650.00000      13000.00|
  900 MM CULVERT PIPE OPTION III          |                            |                            |
0330 604.247                   2.000  EA  |    1200.00000       2400.00|    1500.00000       3000.00|
  CATCH BASIN TYPE F5-C                   |                            |                            |
0340 605.09                  100.000  M   |      90.00000       9000.00|      85.00000       8500.00|
  150 MM UNDERDRAIN TYPE B                |                            |                            |
0350 606.1722                  4.000  EA  |     800.00000       3200.00|     925.00000       3700.00|
  BRIDGE TRANSITION - TYPE 2              |                            |                            |
0360 606.23                  239.000  M   |      36.00000       8604.00|      41.00000       9799.00|
  GUARDRAIL TYPE 3C - SINGLE RAIL         |                            |                            |
0370 606.231                  53.300  M   |      42.00000       2238.60|      46.00000       2451.80|
  GUARDRAIL TYPE 3C - 4.5 M RADIUS AND    |                            |                            |
  LESS                                    |                            |                            |
0380 606.232                   7.600  M   |      42.00000        319.20|     155.00000       1178.00|
  GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS   |                            |                            |
0390 606.265                   8.000  EA  |      25.00000        200.00|      30.00000        240.00|
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0400 606.35                   59.000  EA  |      30.00000       1770.00|      35.00000       2065.00|
  GUARDRAIL DELINEATOR POST               |                            |                            |
0410 606.364                 214.000  M   |      22.00000       4708.00|      27.00000       5778.00|
  GUARDRAIL REMOVE, MODIFY AND RESET,     |                            |                            |
  TYPE 3B                                 |                            |                            |
0420 606.47                    5.000  EA  |      25.00000        125.00|      30.00000        150.00|
  SINGLE WOOD POST                        |                            |                            |
0430 606.74                   20.000  M   |     280.00000       5600.00|     315.00000       6300.00|
  GUARDRAIL TYPE 3 - SINGLE RAIL BRIDGE   |                            |                            |
  MOUNTED                                 |                            |                            |
0440 606.79                   10.000  EA  |    1300.00000      13000.00|    1500.00000      15000.00|
  GUARDRAIL 350 FLARED TERMINAL           |                            |                            |
0450 609.247                   4.000  EA  |     250.00000       1000.00|     450.00000       1800.00|
  TERMINAL CURB TYPE 2 - 2.1 METER        |                            |                            |
0460 609.31                  901.000  M   |      16.00000      14416.00|      30.00000      27030.00|
  CURB TYPE 3                             |                            |                            |
0470 610.08                  120.000  M3  |      85.00000      10200.00|      70.00000       8400.00|
  PLAIN RIPRAP                            |                            |                            |
0480 610.18                  620.000  M3  |      50.00000      31000.00|      55.00000      34100.00|
  STONE DITCH PROTECTION                  |                            |                            |
0490 613.319               15246.000  M2  |       1.80000      27442.80|       1.75000      26680.50|
  EROSION CONTROL BLANKET                 |                            |                            |
0500 618.1401                578.000  UN  |      14.55000       8409.90|      14.00000       8092.00|
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
     LETTING DATE : 10/22/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 10/22/03
                                                                                                                   PAGE : 4
     COUNTIE(S): HANCOCK                                TABULATION OF BIDS
                                            CONTRACT ID : 009720.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000022             |(   2   ) 000164            |(      )
                                          |THE LANE CONSTRUCTION CORP. |C P M CONSTRUCTORS          |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0510 619.1201                578.000  UN  |       8.00000       4624.00|      11.50000       6647.00|
  MULCH - PLAN QUANTITY                   |                            |                            |
0520 620.58                 2340.000  M2  |       2.70000       6318.00|       2.00000       4680.00|
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0530 627.76                           LUMP|   17600.00000      17600.00|   20000.00000      20000.00|
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0540 629.05                   30.000  HR  |      20.00000        600.00|      35.00000       1050.00|
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0550 631.12                   75.000  HR  |      90.00000       6750.00|     135.00000      10125.00|
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0560 631.172                 150.000  HR  |      40.00000       6000.00|      50.00000       7500.00|
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0570 631.18                   30.000  HR  |      30.00000        900.00|      45.00000       1350.00|
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0580 631.32                   40.000  HR  |     150.00000       6000.00|     300.00000      12000.00|
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0590 639.19                    1.000  EA  |    8000.00000       8000.00|    9000.00000       9000.00|
  FIELD OFFICE TYPE B                     |                            |                            |
0600 652.39                           LUMP|  100000.00000     100000.00|  145250.00000     145250.00|
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0610 656.75                           LUMP|   21000.00000      21000.00|   62500.00000      62500.00|
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0620 659.10                           LUMP|  118000.00000     118000.00|  287750.00000     287750.00|
  MOBILIZATION                            |                            |                            |
0630 660.21                 1000.000  HR  |       1.00000       1000.00|       0.01000         10.00|
  ON-THE-JOB TRAINING (BID)               |                            |                            |
     SECTION TOTALS                       |             $  2,327,381.16|             $  2,837,080.13|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  2,327,381.16|             $  2,837,080.13|              $
====================================================================================================================================