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     LETTING DATE : 02/19/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 02/19/03
                                                                                                                   PAGE : 1
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 010644.00                                     COMPLETION DATE : 08/15/03
                                                          =========
   PROJECT(S):  STP-1064(400)X          COUNTIE(S) : LINCOLN                        MAINE STATE DEPARTMENT OF TRANSPORTATION
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  LEVEL 2                                                                       NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000094         HARRY C CROOKER & SONS, INC.                                           $    389,595.75     100.0000%
   2   000059         PIKE INDUSTRIES, INC.                                                  $    427,239.50     109.6623%
====================================================================================================================================
                                          |(   1  ) 000094             |(   2  ) 000059             |(      )
                                          |HARRY C CROOKER & SONS, INC |PIKE INDUSTRIES, 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                 810.000  SY  |      11.50000       9315.00|      15.00000      12150.00|
  PAVEMENT BUTT JOINTS                    |                            |                            |
0020 204.41                 8935.000  SY  |       4.00000      35740.00|       5.00000      44675.00|
  REHABILITATION OF EXISTING SHOULDERS,   |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0030 206.061                  10.000  CY  |      30.00000        300.00|      28.00000        280.00|
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                            |                            |
  AND MINOR STRUCTURES, BELOW GRADE       |                            |                            |
0040 403.209                  60.000  T   |      96.00000       5760.00|      85.00000       5100.00|
  HOT MIX ASPHALT 9.5 MM HMA   (SIDEWALKS |                            |                            |
  DRIVES, INCIDENT ALS)                   |                            |                            |
0050 403.210                2500.000  T   |      39.00000      97500.00|      42.00000     105000.00|
  HOT MIX ASPHALT 9.5 MM HMA              |                            |                            |
0060 403.211                2065.000  T   |      37.60000      77644.00|      42.00000      86730.00|
  HOT MIX ASPHALT (SHIMMING)              |                            |                            |
0070 409.15                 1000.000  G   |       5.00000       5000.00|       6.00000       6000.00|
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0080 411.10                   30.000  CY  |      68.00000       2040.00|      50.00000       1500.00|
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0090 603.16                  240.000  LF  |      25.00000       6000.00|      22.00000       5280.00|
  15 INCH CULVERT PIPE OPTION I           |                            |                            |
0100 603.17                   60.000  LF  |      30.00000       1800.00|      25.00000       1500.00|
  18 INCH CULVERT PIPE OPTION I           |                            |                            |
     LETTING DATE : 02/19/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 02/19/03
                                                                                                                   PAGE : 2
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 010644.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000094             |(   2   ) 000059            |(      )
                                          |HARRY C CROOKER & SONS, INC |PIKE INDUSTRIES, INC.       |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 603.179                 276.000  LF  |      65.00000      17940.00|      70.00000      19320.00|
  18 INCH CULVERT PIPE OPTION III         |                            |                            |
0120 603.199                  56.000  LF  |      75.00000       4200.00|      72.00000       4032.00|
  24 INCH CULVERT PIPE OPTION III         |                            |                            |
0130 606.17                  637.500  LF  |      13.90000       8861.25|      11.00000       7012.50|
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0140 606.1722                  6.000  EA  |    1070.00000       6420.00|    1100.00000       6600.00|
  BRIDGE TRANSITION - TYPE 2              |                            |                            |
0150 606.21                   25.000  LF  |      14.25000        356.25|      14.00000        350.00|
  GUARDRAIL TYPE 3B - 15 FOOT RADIUS AND  |                            |                            |
  LESS                                    |                            |                            |
0160 606.22                   25.000  LF  |      14.25000        356.25|      14.00000        350.00|
  GUARDRAIL TYPE 3B - OVER 15 FOOT RADIUS |                            |                            |
0170 606.265                   2.000  EA  |      24.00000         48.00|      28.00000         56.00|
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0180 606.35                   10.000  EA  |      22.00000        220.00|      28.00000        280.00|
  GUARDRAIL DELINEATOR POST               |                            |                            |
0190 606.47                   10.000  EA  |      54.00000        540.00|      28.00000        280.00|
  SINGLE WOOD POST                        |                            |                            |
0200 606.752                   4.000  EA  |     950.00000       3800.00|     850.00000       3400.00|
  WIDEN SHOULDER FOR MODIFIED ECCENTRIC   |                            |                            |
  LOADER TERMINAL                         |                            |                            |
0210 606.76                    4.000  EA  |    1500.00000       6000.00|    1100.00000       4400.00|
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0220 609.31                  340.000  LF  |       4.75000       1615.00|       6.00000       2040.00|
  CURB TYPE 3                             |                            |                            |
0230 610.08                    6.000  CY  |      50.00000        300.00|      60.00000        360.00|
  PLAIN RIPRAP                            |                            |                            |
0240 613.319                 185.000  SY  |       2.00000        370.00|       2.20000        407.00|
  EROSION CONTROL BLANKET                 |                            |                            |
0250 618.1401                  7.000  UN  |      45.00000        315.00|      50.00000        350.00|
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0260 619.1201                  7.000  UN  |      45.00000        315.00|      50.00000        350.00|
  MULCH - PLAN QUANTITY                   |                            |                            |
0270 620.56                   10.000  SY  |       5.00000         50.00|       2.20000         22.00|
  DRAINAGE GEOTEXTILE                     |                            |                            |
0280 627.76                           LUMP|    2430.00000       2430.00|    2500.00000       2500.00|
  TEMPORARY PVMT. MARK LINE, W OR YELLOW  |                            |                            |
0290 629.05                   10.000  HR  |      25.00000        250.00|      40.00000        400.00|
  HAND LABOR, STRAIGHT TIME               |                            |                            |
     LETTING DATE : 02/19/03                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 02/19/03
                                                                                                                   PAGE : 3
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 010644.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000094             |(   2   ) 000059            |(      )
                                          |HARRY C CROOKER & SONS, INC |PIKE INDUSTRIES, INC.       |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0300 631.12                   10.000  HR  |     120.00000       1200.00|     115.00000       1150.00|
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0310 631.172                  20.000  HR  |      50.00000       1000.00|      50.00000       1000.00|
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0320 631.32                   20.000  HR  |     125.00000       2500.00|     200.00000       4000.00|
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0330 639.19                    1.000  EA  |    5470.00000       5470.00|    4500.00000       4500.00|
  FIELD OFFICE TYPE B                     |                            |                            |
0340 652.31                   10.000  EA  |      30.00000        300.00|      65.00000        650.00|
  TYPE I BARRICADE                        |                            |                            |
0350 652.33                   25.000  EA  |      50.00000       1250.00|      55.00000       1375.00|
  DRUM                                    |                            |                            |
0360 652.34                  100.000  EA  |      15.00000       1500.00|      15.00000       1500.00|
  CONE                                    |                            |                            |
0370 652.35                  890.000  SF  |       6.00000       5340.00|       6.00000       5340.00|
  CONSTRUCTION SIGNS                      |                            |                            |
0380 652.36                   60.000  CD  |     270.00000      16200.00|     350.00000      21000.00|
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0390 652.38                  825.000  HR  |      18.00000      14850.00|      16.00000      13200.00|
  FLAGGER                                 |                            |                            |
0400 656.75                           LUMP|    7500.00000       7500.00|    3800.00000       3800.00|
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0410 659.10                           LUMP|   37000.00000      37000.00|   49000.00000      49000.00|
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $    389,595.75|             $    427,239.50|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    389,595.75|             $    427,239.50|              $
====================================================================================================================================