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     LETTING DATE : 01/24/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 1
     LOCATION : PITTSTON                                TABULATION OF BIDS

                                            CONTRACT ID : 009081.00
                                                          =========

                                        COMPLETION DATE : 08/18/01

   PROJECT(S):  STP-9081(00)X           COUNTIE(S) : KENNEBEC                    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   000094         HARRY C CROOKER & SONS, INC.                                           $    429,990.00     100.0000%
   2   000059         PIKE INDUSTRIES, INC.                                                  $    464,888.60     108.1161%
   3   000403         PRATT & SONS INC.                                                      $    466,712.53     108.5403%
====================================================================================================================================
                                          |(   1  ) 000094             |(   2  ) 000059             |(   3  ) 000403
                                          |HARRY C CROOKER & SONS, INC |PIKE INDUSTRIES, INC.       |PRATT & SONS 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                 340.000  M2  |      21.51000       7313.40|      25.00000       8500.00|      27.00000        9180.00
  PAVEMENT BUTT JOINTS                    |                            |                            |
0020 203.202                 750.000  M   |      11.32000       8490.00|       6.00000       4500.00|       6.00000        4500.00
  INSLOPE EXCAVATION                      |                            |                            |
0030 203.203                1100.000  M   |      15.09000      16599.00|      10.50000      11550.00|      13.00000       14300.00
  DITCH EXCAVATION                        |                            |                            |
0040 403.209                  85.000  MG  |     121.00000      10285.00|      90.00000       7650.00|      95.00000        8075.00
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0050 403.210                3400.000  MG  |      37.68000     128112.00|      38.00000     129200.00|      41.30000      140420.00
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0060 403.211                2100.000  MG  |      36.69000      77049.00|      38.00000      79800.00|      41.30000       86730.00
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0070 409.15                 1000.000  L   |       1.53000       1530.00|       2.50000       2500.00|       2.70000        2700.00
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0080 411.10                   20.000  M3  |      91.00000       1820.00|      65.00000       1300.00|      50.00000        1000.00
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0090 603.16                  120.000  M   |      98.40000      11808.00|      90.00000      10800.00|      70.00000        8400.00
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0100 603.17                   65.000  M   |     114.80000       7462.00|     100.00000       6500.00|      73.00000        4745.00
  450 MM CULVERT PIPE OPTION I            |                            |                            |
     LETTING DATE : 01/24/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 2
     LOCATION : PITTSTON                                TABULATION OF BIDS

                                            CONTRACT ID : 009081.00
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000094             |(   2   ) 000059            |(   3  ) 000403
                                          |HARRY C CROOKER & SONS, INC |PIKE INDUSTRIES, INC.       |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 603.179                  93.000  M   |     262.40000      24403.20|     250.00000      23250.00|     200.00000       18600.00
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0120 603.199                  30.000  M   |     328.00000       9840.00|     300.00000       9000.00|     317.00000        9510.00
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0130 603.219                   8.000  M   |     328.00000       2624.00|     450.00000       3600.00|     490.00000        3920.00
  900 MM CULVERT PIPE OPTION III          |                            |                            |
0140 606.17                   27.000  M   |      34.10000        920.70|      35.00000        945.00|      37.00000         999.00
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0150 606.178                  11.430  M   |      16.00000        182.88|      20.00000        228.60|      17.50000         200.03
  GUARDRAIL BEAM                          |                            |                            |
0160 606.22                   38.000  M   |      39.65000       1506.70|      40.00000       1520.00|      43.00000        1634.00
  GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS   |                            |                            |
0170 606.265                   2.000  EA  |      30.00000         60.00|      50.00000        100.00|      30.00000          60.00
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0180 606.35                   25.000  EA  |      30.00000        750.00|      40.00000       1000.00|      30.00000         750.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
0190 606.47                   40.000  EA  |      30.00000       1200.00|      40.00000       1600.00|      30.00000        1200.00
  SINGLE WOOD POST                        |                            |                            |
0200 606.48                   10.000  EA  |      30.00000        300.00|      40.00000        400.00|      30.00000         300.00
  SINGLE GALVANIZED STEEL POST            |                            |                            |
0210 606.752                   4.000  EA  |    1400.00000       5600.00|    1100.00000       4400.00|    1000.00000        4000.00
  WIDEN SHOULDER FOR MODIFIED ECCENTRIC   |                            |                            |
  LOADER TERMINAL                         |                            |                            |
0220 606.76                    4.000  EA  |    1100.00000       4400.00|    2000.00000       8000.00|    1250.00000        5000.00
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0230 609.31                   58.000  M   |      49.20000       2853.60|      15.00000        870.00|      14.00000         812.00
  CURB TYPE 3                             |                            |                            |
0240 613.319                3300.000  M2  |       1.50000       4950.00|       2.00000       6600.00|       1.75000        5775.00
  TEMPORARY EROSION CONTROL BLANKET       |                            |                            |
0250 618.1401                175.000  UN  |      12.75000       2231.25|      15.00000       2625.00|      14.00000        2450.00
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0260 619.1201                175.000  UN  |       7.25000       1268.75|      12.00000       2100.00|       7.50000        1312.50
  MULCH - PLAN QUANTITY                   |                            |                            |
0270 627.75                    5.000  M2  |      86.00000        430.00|      90.00000        450.00|      95.00000         475.00
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
0280 627.76                           LUMP|    1430.00000       1430.00|    5500.00000       5500.00|    4500.00000        4500.00
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0290 629.05                  100.000  MH  |      20.00000       2000.00|      25.00000       2500.00|      30.00000        3000.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
     LETTING DATE : 01/24/01                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 3
     LOCATION : PITTSTON                                TABULATION OF BIDS

                                            CONTRACT ID : 009081.00
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000094             |(   2   ) 000059            |(   3  ) 000403
                                          |HARRY C CROOKER & SONS, INC |PIKE INDUSTRIES, INC.       |PRATT & SONS INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 631.12                   20.000  HR  |      85.00000       1700.00|      90.00000       1800.00|     114.00000        2280.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0310 631.14                   20.000  HR  |      75.00000       1500.00|      90.00000       1800.00|     113.00000        2260.00
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0320 631.172                  20.000  HR  |      50.00000       1000.00|      45.00000        900.00|      45.00000         900.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0330 631.21                   10.000  HR  |      75.00000        750.00|      45.00000        450.00|      55.00000         550.00
  ROAD BROOM (INCLUDING OPERATORS AND     |                            |                            |
  HAULER)                                 |                            |                            |
0340 631.22                   20.000  HR  |      90.00000       1800.00|      55.00000       1100.00|      85.00000        1700.00
  FRONT END LOADER (INCLUDING OPERATOR)   |                            |                            |
0350 631.32                   20.000  HR  |     150.00000       3000.00|     200.00000       4000.00|     150.00000        3000.00
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0360 639.19                    1.000  EA  |    2000.00000       2000.00|    5000.00000       5000.00|    5000.00000        5000.00
  FIELD OFFICE TYPE B                     |                            |                            |
0370 652.31                   10.000  EA  |      30.00000        300.00|      50.00000        500.00|      45.00000         450.00
  TYPE I BARRICADE                        |                            |                            |
0380 652.311                  15.000  EA  |      40.00000        600.00|      70.00000       1050.00|      45.00000         675.00
  TYPE II BARRICADE                       |                            |                            |
0390 652.33                   20.000  EA  |      50.00000       1000.00|      55.00000       1100.00|      55.00000        1100.00
  DRUM                                    |                            |                            |
0400 652.34                   20.000  EA  |      15.00000        300.00|      15.00000        300.00|      11.00000         220.00
  CONE                                    |                            |                            |
0410 652.35                   40.000  M2  |     138.27000       5530.80|      65.00000       2600.00|     100.00000        4000.00
  CONSTRUCTION SIGNS                      |                            |                            |
0420 652.36                   55.000  CD  |      55.00000       3025.00|     150.00000       8250.00|     125.00000        6875.00
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0430 652.38                 1000.000  MH  |      15.00000      15000.00|      14.00000      14000.00|      15.00000       15000.00
  FLAGGER                                 |                            |                            |
0440 656.75                           LUMP|    4500.00000       4500.00|   15700.00000      15700.00|   20000.00000       20000.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0450 659.10                           LUMP|   43020.72000      43020.72|   61300.00000      61300.00|   47000.00000       47000.00
  MOBILIZATION                            |                            |                            |
0460 603.209                  23.000  M   |     328.00000       7544.00|     350.00000       8050.00|     485.00000       11155.00
  750 MM CULVERT PIPE OPTION III          |                            |                            |
     SECTION TOTALS                       |             $    429,990.00|             $    464,888.60|              $    466,712.53
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    429,990.00|             $    464,888.60|              $    466,712.53
====================================================================================================================================