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     LETTING DATSTP-9106(00)X                    MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 1
     LOCATION : SANFORD                                 TABULATION OF BIDS
                SHAPLEIGH
                ACTON                       CONTRACT ID : 009103.00
                                                          =========

                                        COMPLETION DATE : 09/01/01

   PROJECT(S):  STP-9103(00)X           COUNTIE(S) : YORK                        MAINE STATE DEPTARTMENT OF TRANSPORTATION

                                                                                 A TRUE COPY : __________________________

                                                                                       TITLE : __________________________

     CONTRACT DESCRIPTION : LEVEL 2 RESURFACING                                  ATTEST : _______________________________
                                                                                                 NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000348         F R CARROLL INC.                                                       $    675,490.56     100.0000%
   2   000855         BRIDGECORP                                                             $    796,726.80     117.9479%
   3   000061         STUART, TORNO & STUART, INC.                                           $    887,726.14     131.4195%
====================================================================================================================================
                                          |(   1  ) 000348             |(   2  ) 000855             |(   3  ) 000061
                                          |F R CARROLL INC.            |BRIDGECORP                  |STUART, TORNO & STUART, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 202.203                 850.000  M2  |      15.00000      12750.00|      25.00000      21250.00|      28.75000       24437.50
  PAVEMENT BUTT JOINTS                    |                            |                            |
0020 203.202                4350.000  M   |       5.00000      21750.00|       7.50000      32625.00|      10.00000       43500.00
  INSLOPE EXCAVATION                      |                            |                            |
0030 203.203                8050.000  M   |       9.00000      72450.00|       9.00000      72450.00|      15.00000      120750.00
  DITCH EXCAVATION                        |                            |                            |
0040 204.20                10896.000  M2  |       2.88000      31380.48|       4.20000      45763.20|       4.00000       43584.00
  ADD SHOULDER AGGREGATE TO EXISTING      |                            |                            |
  SHOULDER, PLAN QUANTITY                 |                            |                            |
0050 204.41                 5072.000  M2  |       5.75000      29164.00|       4.65000      23584.80|       8.00000       40576.00
  REHABILITATION OF EXISTING SHOULDERS,   |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0060 403.209                 135.000  MG  |      85.00000      11475.00|     150.00000      20250.00|     103.50000       13972.50
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0070 403.210                4825.000  MG  |      33.00000     159225.00|      37.00000     178525.00|      42.50000      205062.50
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0080 403.211                2550.000  MG  |      33.50000      85425.00|      37.00000      94350.00|      42.50000      108375.00
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0090 409.15                 4650.000  L   |       0.85000       3952.50|       1.00000       4650.00|       1.00000        4650.00
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0100 411.10                   40.000  M3  |      80.00000       3200.00|     120.00000       4800.00|      50.00000        2000.00
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
     LETTING DATE : 01/31/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 2
     LOCATION : SANFORD                                 TABULATION OF BIDS
                SHAPLEIGH
                ACTON                       CONTRACT ID : 009103.00
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000348             |(   2   ) 000855            |(   3  ) 000061
                                          |F R CARROLL INC.            |BRIDGECORP                  |STUART, TORNO & STUART, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 603.16                   10.000  M   |      85.00000        850.00|     110.00000       1100.00|     115.00000        1150.00
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0120 603.17                   10.000  M   |      93.00000        930.00|     120.00000       1200.00|     150.00000        1500.00
  450 MM CULVERT PIPE OPTION I            |                            |                            |
0130 604.167                   3.000  EA  |     325.00000        975.00|     300.00000        900.00|     200.00000         600.00
  ALTER CATCH BASIN GRATE TO CASCADE      |                            |                            |
0140 604.18                    2.000  EA  |     350.00000        700.00|     200.00000        400.00|     200.00000         400.00
  ADJUSTING MANHOLE OR CATCH BASIN TO     |                            |                            |
  GRADE                                   |                            |                            |
0150 606.17                 1173.480  M   |      31.80000      37316.66|      37.00000      43418.76|      41.65000       48875.44
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0160 606.1722                  4.000  EA  |     450.00000       1800.00|     530.00000       2120.00|     529.00000        2116.00
  BRIDGE TRANSITION - TYPE 2              |                            |                            |
0170 606.22                    7.620  M   |      35.75000        272.42|      42.00000        320.04|      60.00000         457.20
  GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS   |                            |                            |
0180 606.35                   40.000  EA  |      20.00000        800.00|      23.00000        920.00|      22.00000         880.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
0190 606.752                  17.000  EA  |     650.00000      11050.00|     950.00000      16150.00|     500.00000        8500.00
  WIDEN SHOULDER FOR MODIFIED ECCENTRIC   |                            |                            |
  LOADER TERMINAL                         |                            |                            |
0200 606.76                   19.000  EA  |    1300.00000      24700.00|    1500.00000      28500.00|    1350.00000       25650.00
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0210 613.319                2000.000  M2  |       1.50000       3000.00|       1.00000       2000.00|       2.50000        5000.00
  TEMPORARY EROSION CONTROL BLANKET       |                            |                            |
0220 618.1401                230.000  UN  |      13.15000       3024.50|      19.00000       4370.00|      23.00000        5290.00
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0230 619.1201                460.000  UN  |      15.00000       6900.00|       8.00000       3680.00|      10.00000        4600.00
  MULCH - PLAN QUANTITY                   |                            |                            |
0240 627.711                3000.000  M   |       1.12000       3360.00|       1.30000       3900.00|       1.30000        3900.00
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE (PLAN QUANTITY )           |                            |                            |
0250 627.76                           LUMP|    1200.00000       1200.00|    1500.00000       1500.00|   11150.00000       11150.00
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0260 629.05                   20.000  MH  |      20.00000        400.00|      20.00000        400.00|      25.00000         500.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0270 631.12                   20.000  HR  |      75.00000       1500.00|      90.00000       1800.00|     100.00000        2000.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0280 631.14                   10.000  HR  |      75.00000        750.00|     100.00000       1000.00|      80.00000         800.00
  GRADER (INCLUDING OPERATOR)             |                            |                            |
     LETTING DATE : 01/31/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 3
     LOCATION : SANFORD                                 TABULATION OF BIDS
                SHAPLEIGH
                ACTON                       CONTRACT ID : 009103.00
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000348             |(   2   ) 000855            |(   3  ) 000061
                                          |F R CARROLL INC.            |BRIDGECORP                  |STUART, TORNO & STUART, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0290 631.172                  20.000  HR  |      36.00000        720.00|      50.00000       1000.00|      50.00000        1000.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0300 631.21                   10.000  HR  |     125.00000       1250.00|      85.00000        850.00|      75.00000         750.00
  ROAD BROOM (INCLUDING OPERATORS AND     |                            |                            |
  HAULER)                                 |                            |                            |
0310 631.32                   30.000  HR  |     125.00000       3750.00|     110.00000       3300.00|     200.00000        6000.00
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0320 639.19                    1.000  EA  |    5000.00000       5000.00|    2000.00000       2000.00|    3500.00000        3500.00
  FIELD OFFICE TYPE B                     |                            |                            |
0330 652.311                  10.000  EA  |      45.00000        450.00|      80.00000        800.00|      75.00000         750.00
  TYPE II BARRICADE                       |                            |                            |
0340 652.33                   30.000  EA  |      40.00000       1200.00|      65.00000       1950.00|      65.00000        1950.00
  DRUM                                    |                            |                            |
0350 652.34                   60.000  EA  |      15.00000        900.00|      17.50000       1050.00|      25.00000        1500.00
  CONE                                    |                            |                            |
0360 652.35                  100.000  M2  |      50.00000       5000.00|      85.00000       8500.00|     100.00000       10000.00
  CONSTRUCTION SIGNS                      |                            |                            |
0370 652.36                   75.000  CD  |     520.00000      39000.00|      30.00000       2250.00|     200.00000       15000.00
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0380 652.38                  900.000  MH  |      16.00000      14400.00|      19.00000      17100.00|      25.00000       22500.00
  FLAGGER                                 |                            |                            |
0390 656.55                   20.000  M3  |      40.00000        800.00|      50.00000       1000.00|      25.00000         500.00
  DUMPED STONE                            |                            |                            |
0400 656.75                           LUMP|    6000.00000       6000.00|   15000.00000      15000.00|   35000.00000       35000.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0410 659.10                           LUMP|   66720.00000      66720.00|  130000.00000     130000.00|   59000.00000       59000.00
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $    675,490.56|             $    796,726.80|              $    887,726.14
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    675,490.56|             $    796,726.80|              $    887,726.14
====================================================================================================================================