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     LETTING DATE : 04/10/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 1
     LOCATION : ORIENT                                  TABULATION OF BIDS
                AMITY
                CARY PLT                    CONTRACT ID : 010569.00                                     COMPLETION DATE : 11/01/02
                                                          =========
   PROJECT(S):  STP-1056(900)X          COUNTIE(S) : AROOSTOOK                      MAINE STATE DEPARTMENT OF TRANSPORTATION
                10768.00
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  LEVEL 2 RESURFACING                                                           NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000022         THE LANE CONSTRUCTION CORP.                                            $  3,982,286.18     100.0000%
   2   001576         THE MILLER GROUP, INC.                                                 $  4,275,061.46     107.3519%
====================================================================================================================================
                                          |(   1  ) 000022             |(   2  ) 001576             |(      )
                                          |THE LANE CONSTRUCTION CORP. |THE MILLER GROUP, INC.      |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 201.23                    5.000  EA  |     300.00000       1500.00|     875.00000       4375.00|
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0020 201.24                    5.000  EA  |     200.00000       1000.00|     625.00000       3125.00|
  REMOVING STUMP                          |                            |                            |
0030 202.202                1360.000  M2  |       3.50000       4760.00|       5.00000       6800.00|
  REMOVING PAVEMENT SURFACE               |                            |                            |
0040 202.203                 500.000  M2  |      12.00000       6000.00|      12.50000       6250.00|
  PAVEMENT BUTT JOINTS                    |                            |                            |
0050 203.20                  951.000  M3  |       8.80000       8368.80|      10.95000      10413.45|
  COMMON EXCAVATION                       |                            |                            |
0060 203.202               32330.000  M   |       7.00000     226310.00|       8.55000     276421.50|
  INSLOPE EXCAVATION                      |                            |                            |
0070 203.203               14440.000  M   |       9.00000     129960.00|      10.30000     148732.00|
  DITCH EXCAVATION                        |                            |                            |
0080 204.41                62000.000  M2  |       3.75000     232500.00|       4.80000     297600.00|
  REHABILITATION OF EXISTING SHOULDERS,   |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0090 205.51                 1087.000  M2  |       6.00000       6522.00|      10.00000      10870.00|
  WIDENING OF EXISTING SHOULDER           |                            |                            |
0100 206.061                  20.000  M3  |      30.00000        600.00|      24.70000        494.00|
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                            |                            |
  AND MINOR STRUCTURES, BELOW GRADE       |                            |                            |
0110 206.07                   50.000  M3  |      80.00000       4000.00|     131.25000       6562.50|
  STRUCTURAL ROCK EXCAVATION - DRAINAGE   |                            |                            |
  AND MINOR STRUCTURES                    |                            |                            |
     LETTING DATE : 04/10/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 2
     LOCATION : ORIENT                                  TABULATION OF BIDS
                AMITY
                CARY PLT                    CONTRACT ID : 010569.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000022             |(   2   ) 001576            |(      )
                                          |THE LANE CONSTRUCTION CORP. |THE MILLER GROUP, INC.      |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 304.10                 1230.000  M3  |      20.00000      24600.00|      18.45000      22693.50|
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0130 304.103                 960.000  M3  |      22.00000      21120.00|      15.60000      14976.00|
  AGGREGATE SUBBASE - GRAVEL (TRUCK       |                            |                            |
  MEASURE)                                |                            |                            |
0140 307.41               161700.000  M2  |       6.10000     986370.00|       5.76000     931392.00|
  COLD IN-PLACE RECYCLED PAVEMENT (WITH   |                            |                            |
  FOAMED ASPHALT)                         |                            |                            |
0150 403.209                 260.000  MG  |      85.00000      22100.00|      95.00000      24700.00|
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0160 403.210               18150.000  MG  |      43.50000     789525.00|      46.75000     848512.50|
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0170 403.211               12380.000  MG  |      44.50000     550910.00|      46.75000     578765.00|
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0180 403.213                 110.000  MG  |      75.00000       8250.00|      95.00000      10450.00|
  HOT MIX ASPHALT 12.5 MM, BASE           |                            |                            |
0190 409.15                27530.000  L   |       1.30000      35789.00|       1.65000      45424.50|
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0200 411.10                  390.000  M3  |      24.00000       9360.00|      31.25000      12187.50|
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0210 603.16                  355.300  M   |      90.00000      31977.00|      93.75000      33309.38|
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0220 603.161                   8.200  M   |     120.00000        984.00|     250.00000       2050.00|
  375 MM CORRUGATED METAL PIPE            |                            |                            |
0230 603.17                  245.900  M   |     100.00000      24590.00|     115.00000      28278.50|
  450 MM CULVERT PIPE OPTION I            |                            |                            |
0240 603.171                   7.200  M   |     150.00000       1080.00|     256.25000       1845.00|
  450 MM CORRUGATED METAL PIPE            |                            |                            |
0250 603.179                 266.590  M   |     180.00000      47986.20|     211.25000      56317.14|
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0260 603.191                   2.000  M   |     250.00000        500.00|     506.25000       1012.50|
  600 MM CORRUGATED METAL PIPE            |                            |                            |
0270 603.199                 374.100  M   |     250.00000      93525.00|     265.31000      99252.47|
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0280 603.201                   4.000  M   |     350.00000       1400.00|     531.25000       2125.00|
  750 MM CORRUGATED METAL PIPE            |                            |                            |
0290 603.219                  48.500  M   |     320.00000      15520.00|     281.25000      13640.63|
  900 MM CULVERT PIPE OPTION III          |                            |                            |
0300 603.239                  42.500  M   |     380.00000      16150.00|     464.70000      19749.75|
  1200 MM CULVERT PIPE OPTION III         |                            |                            |
     LETTING DATE : 04/10/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 3
     LOCATION : ORIENT                                  TABULATION OF BIDS
                AMITY
                CARY PLT                    CONTRACT ID : 010569.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000022             |(   2   ) 001576            |(      )
                                          |THE LANE CONSTRUCTION CORP. |THE MILLER GROUP, INC.      |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 603.381                  21.900  M   |    1300.00000      28470.00|    1325.00000      29017.50|
  1800 MM SPAN 1200 MM RISE PIPE ARCH     |                            |                            |
  OPTION III                              |                            |                            |
0320 605.09                  229.000  M   |      65.00000      14885.00|      67.50000      15457.50|
  150 MM UNDERDRAIN TYPE B                |                            |                            |
0330 606.17                 2846.070  M   |      30.00000      85382.10|      40.60000     115550.44|
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0340 606.22                   22.860  M   |      37.00000        845.82|      47.50000       1085.85|
  GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS   |                            |                            |
0350 606.265                   3.000  EA  |      30.00000         90.00|      37.50000        112.50|
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0360 606.35                   89.000  EA  |      25.00000       2225.00|      31.25000       2781.25|
  GUARDRAIL DELINEATOR POST               |                            |                            |
0370 606.74                   15.240  M   |     126.50000       1927.86|     375.00000       5715.00|
  GUARDRAIL TYPE 3 - SINGLE RAIL BRIDGE   |                            |                            |
  MOUNTED                                 |                            |                            |
0380 606.752                  37.000  EA  |     900.00000      33300.00|    1000.00000      37000.00|
  WIDEN SHOULDER FOR MODIFIED ECCENTRIC   |                            |                            |
  LOADER TERMINAL                         |                            |                            |
0390 606.76                   37.000  EA  |    1200.00000      44400.00|    1375.00000      50875.00|
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0400 609.31                  150.000  M   |      19.00000       2850.00|      31.25000       4687.50|
  CURB TYPE 3                             |                            |                            |
0410 610.08                  200.000  M3  |      35.00000       7000.00|      56.25000      11250.00|
  PLAIN RIPRAP                            |                            |                            |
0420 610.18                  310.000  M3  |      30.00000       9300.00|      31.25000       9687.50|
  STONE DITCH PROTECTION                  |                            |                            |
0430 613.319               16730.000  M2  |       2.00000      33460.00|       2.75000      46007.50|
  EROSION CONTROL BLANKET                 |                            |                            |
0440 615.07                  200.000  M3  |      20.00000       4000.00|      24.40000       4880.00|
  LOAM                                    |                            |                            |
0450 618.1401               2024.000  UN  |      17.50000      35420.00|      18.70000      37848.80|
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0460 619.1201               2024.000  UN  |      11.00000      22264.00|       8.45000      17102.80|
  MULCH - PLAN QUANTITY                   |                            |                            |
0470 620.54                  666.000  M2  |       3.90000       2597.40|       2.50000       1665.00|
  STABILIZATION GEOTEXTILE                |                            |                            |
0480 620.58                 1740.000  M2  |       3.80000       6612.00|       2.50000       4350.00|
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0490 627.76                           LUMP|   15000.00000      15000.00|    5625.00000       5625.00|
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
     LETTING DATE : 04/10/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 4
     LOCATION : ORIENT                                  TABULATION OF BIDS
                AMITY
                CARY PLT                    CONTRACT ID : 010569.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000022             |(   2   ) 001576            |(      )
                                          |THE LANE CONSTRUCTION CORP. |THE MILLER GROUP, INC.      |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0500 629.05                   50.000  MH  |      22.00000       1100.00|      31.25000       1562.50|
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0510 631.10                   10.000  HR  |      40.00000        400.00|      31.25000        312.50|
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                            |                            |
0520 631.11                   10.000  HR  |      35.00000        350.00|      31.25000        312.50|
  AIR TOOL (INCLUDING OPERATOR)           |                            |                            |
0530 631.12                   20.000  HR  |     100.00000       2000.00|     112.50000       2250.00|
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0540 631.132                  10.000  HR  |      70.00000        700.00|      75.00000        750.00|
  SMALL BULLDOZER (INCLUDING OPERATOR)    |                            |                            |
0550 631.14                   10.000  HR  |      80.00000        800.00|     125.00000       1250.00|
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0560 631.172                  20.000  HR  |      50.00000       1000.00|      56.25000       1125.00|
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0570 631.18                   40.000  HR  |      35.00000       1400.00|      37.50000       1500.00|
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0580 631.32                   30.000  HR  |     110.00000       3300.00|     137.50000       4125.00|
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0590 639.18                    1.000  EA  |    6000.00000       6000.00|    5000.00000       5000.00|
  FIELD OFFICE TYPE A                     |                            |                            |
0600 639.21                           LUMP|    7800.00000       7800.00|    6250.00000       6250.00|
  TESTING FACILITIES SOILS                |                            |                            |
0610 652.31                   78.000  EA  |      50.00000       3900.00|      37.50000       2925.00|
  TYPE I BARRICADE                        |                            |                            |
0620 652.33                   78.000  EA  |      50.00000       3900.00|      43.75000       3412.50|
  DRUM                                    |                            |                            |
0630 652.34                   95.000  EA  |      30.00000       2850.00|      22.50000       2137.50|
  CONE                                    |                            |                            |
0640 652.35                  210.000  M2  |     150.00000      31500.00|     112.50000      23625.00|
  CONSTRUCTION SIGNS                      |                            |                            |
0650 652.36                  180.000  CD  |     150.00000      27000.00|     187.50000      33750.00|
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0660 652.38                 6200.000  MH  |      15.00000      93000.00|      18.75000     116250.00|
  FLAGGER                                 |                            |                            |
0670 656.75                           LUMP|   60000.00000      60000.00|   37500.00000      37500.00|
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0680 659.10                           LUMP|   80000.00000      80000.00|  102000.00000     102000.00|
  MOBILIZATION                            |                            |                            |
0690 660.21                 2000.000  MH  |       1.00000       2000.00|       5.00000      10000.00|
  ON-THE-JOB TRAINING (BID)               |                            |                            |
     SECTION TOTALS                       |             $  3,982,286.18|             $  4,275,061.46|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  3,982,286.18|             $  4,275,061.46|              $
====================================================================================================================================