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     LETTING DATE : 08/07/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 1
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 009112.00                                     COMPLETION DATE : 11/02/02
                                                          =========
   PROJECT(S):  STP-9112(00)X           COUNTIE(S) : CUMBERLAND                     MAINE STATE DEPARTMENT OF TRANSPORTATION
                NH-9168(00)E
                STP-1074(102)X                       LINCOLN                       A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  LEVEL 2 RESURFACING                                                           NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000094         HARRY C CROOKER & SONS, INC.                                           $  1,176,960.00     100.0000%
   2   000059         PIKE INDUSTRIES, INC.                                                  $  1,187,233.15     100.8729%
====================================================================================================================================
                                          |(   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 202.11                  875.000  M2  |      20.00000      17500.00|      20.00000      17500.00|
  REMOVING PORTLAND CEMENT CONCRETE       |                            |                            |
  PAVEMENT                                |                            |                            |
0020 202.20                  260.000  M2  |      10.00000       2600.00|      15.00000       3900.00|
  REMOVING BITUMINOUS CONCRETE PAVEMENT   |                            |                            |
0030 202.203                1978.000  M2  |      18.35000      36296.30|      20.00000      39560.00|
  PAVEMENT BUTT JOINTS                    |                            |                            |
0040 203.202                2903.000  M   |      10.00000      29030.00|       7.00000      20321.00|
  INSLOPE EXCAVATION                      |                            |                            |
0050 203.2025                747.000  M   |      15.00000      11205.00|      20.00000      14940.00|
  INSLOPE EXCAVATION - GUARDRAIL          |                            |                            |
0060 203.203                2057.000  M   |      12.00000      24684.00|      12.00000      24684.00|
  DITCH EXCAVATION                        |                            |                            |
0070 204.41                 1500.000  M2  |      10.00000      15000.00|      12.00000      18000.00|
  REHABILITATION OF EXISTING SHOULDERS,   |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0080 403.209                 135.000  MG  |     125.00000      16875.00|     100.00000      13500.00|
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0090 403.210                6182.000  MG  |      46.34000     286473.88|      45.00000     278190.00|
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0100 403.211                5345.000  MG  |      42.57000     227536.65|      45.00000     240525.00|
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0110 409.15                11896.000  L   |       1.65000      19628.40|       1.20000      14275.20|
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
     LETTING DATE : 08/07/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 2
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 009112.00
                                                          =========
====================================================================================================================================
                                          |(   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
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 411.10                  135.000  M3  |      80.00000      10800.00|      65.00000       8775.00|
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0130 504.069                  58.000  EA  |     200.00000      11600.00|     150.00000       8700.00|
  CONCRETE PIPE TIES                      |                            |                            |
0140 527.301                   2.000  EA  |   10000.00000      20000.00|   10000.00000      20000.00|
  ENERGY ABSORBING SYSTEM (C-A-T)         |                            |                            |
0150 603.16                  130.500  M   |     120.00000      15660.00|      90.00000      11745.00|
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0160 603.175                   9.800  M   |     425.00000       4165.00|     350.00000       3430.00|
  450 MM RCP CLASS III                    |                            |                            |
0170 603.195                  29.900  M   |     535.00000      15996.50|     450.00000      13455.00|
  600 MM RCP CLASS III                    |                            |                            |
0180 603.205                  18.300  M   |     550.00000      10065.00|     550.00000      10065.00|
  750 MM REINFORCED CONCRETE PIPE CLASS   |                            |                            |
  III                                     |                            |                            |
0190 603.215                  14.600  M   |     600.00000       8760.00|     650.00000       9490.00|
  900 MM REINFORCED CONCRETE PIPE CLASS   |                            |                            |
  III                                     |                            |                            |
0200 604.161                   2.000  EA  |     800.00000       1600.00|     550.00000       1100.00|
  ALTERING CATCH BASIN                    |                            |                            |
0210 604.182                   3.000  EA  |     300.00000        900.00|     300.00000        900.00|
  CLEAN EXISTING CATCH BASIN AND MANHOLE  |                            |                            |
0220 606.17                  267.000  M   |      40.00000      10680.00|      40.00000      10680.00|
  GUARDRAIL TYPE 3B - SINGLE RAIL         |                            |                            |
0230 606.1721                  2.000  EA  |    1100.00000       2200.00|    1250.00000       2500.00|
  BRIDGE TRANSITION - TYPE 1              |                            |                            |
0240 606.178                  31.400  M   |      30.00000        942.00|      32.00000       1004.80|
  GUARDRAIL BEAM                          |                            |                            |
0250 606.21                   20.000  M   |      50.00000       1000.00|      50.00000       1000.00|
  GUARDRAIL TYPE 3B - 4.5 M RADIUS OR LES |                            |                            |
0260 606.22                   20.000  M   |      50.00000       1000.00|      50.00000       1000.00|
  GUARDRAIL TYPE 3B - OVER 4.5 M RADIUS   |                            |                            |
0270 606.23                  688.500  M   |      60.00000      41310.00|      47.50000      32703.75|
  GUARDRAIL TYPE 3C - SINGLE RAIL         |                            |                            |
0280 606.2301                385.000  M   |      80.00000      30800.00|      75.00000      28875.00|
  GUARDRAIL TYPE 3C - DOUBLE RAIL         |                            |                            |
0290 606.231                   7.620  M   |      50.00000        381.00|      50.00000        381.00|
  GUARDRAIL TYPE 3C - 4.5 M RADIUS AND    |                            |                            |
  LESS                                    |                            |                            |
0300 606.232                   7.620  M   |      50.00000        381.00|      50.00000        381.00|
  GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS   |                            |                            |
     LETTING DATE : 08/07/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 3
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 009112.00
                                                          =========
====================================================================================================================================
                                          |(   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
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 606.265                   7.000  EA  |      25.00000        175.00|      27.00000        189.00|
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0320 606.35                   30.000  EA  |      25.00000        750.00|      27.00000        810.00|
  GUARDRAIL DELINEATOR POST               |                            |                            |
0330 606.357                 256.000  M   |       7.00000       1792.00|       7.50000       1920.00|
  GUARDRAIL, MODIFY, TYPE 3B              |                            |                            |
0340 606.363                1117.450  M   |       6.50000       7263.43|       7.00000       7822.15|
  GUARDRAIL REMOVE AND DISPOSE            |                            |                            |
0350 606.367                   5.000  EA  |      50.00000        250.00|      50.00000        250.00|
  REPLACE UNUSABLE EXISTING GUARDRAIL     |                            |                            |
  POSTS                                   |                            |                            |
0360 606.752                   7.000  EA  |     800.00000       5600.00|    1200.00000       8400.00|
  WIDEN SHOULDER FOR MODIFIED ECCENTRIC   |                            |                            |
  LOADER TERMINAL                         |                            |                            |
0370 606.754                   1.000  EA  |    1000.00000       1000.00|    1200.00000       1200.00|
  WIDEN SHOULDER FOR 350 END TREATMENT    |                            |                            |
0380 606.76                    7.000  EA  |    1400.00000       9800.00|    1500.00000      10500.00|
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0390 606.79                    5.000  EA  |    1600.00000       8000.00|    1750.00000       8750.00|
  GUARDRAIL 350 FLARED TERMINAL           |                            |                            |
0400 609.31                   10.000  M   |      25.00000        250.00|      40.00000        400.00|
  CURB TYPE 3                             |                            |                            |
0410 610.08                   40.000  M3  |      65.00000       2600.00|      55.00000       2200.00|
  PLAIN RIPRAP                            |                            |                            |
0420 613.319                3320.000  M2  |       1.50000       4980.00|       2.00000       6640.00|
  EROSION CONTROL BLANKET                 |                            |                            |
0430 618.1401                229.000  UN  |      15.00000       3435.00|      14.00000       3206.00|
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0440 619.1201                229.000  UN  |       7.00000       1603.00|       7.25000       1660.25|
  MULCH - PLAN QUANTITY                   |                            |                            |
0450 627.75                   90.000  M2  |      20.00000       1800.00|      17.50000       1575.00|
  WHITE OR YELLOW PAVEMENT AND CURB       |                            |                            |
  MARKING                                 |                            |                            |
0460 627.76                           LUMP|    6000.00000       6000.00|    5000.00000       5000.00|
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0470 629.05                   30.000  MH  |      30.00000        900.00|      35.00000       1050.00|
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0480 631.12                   20.000  HR  |     100.00000       2000.00|     135.00000       2700.00|
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
     LETTING DATE : 08/07/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 4
     LOCATION :                                         TABULATION OF BIDS
                                            CONTRACT ID : 009112.00
                                                          =========
====================================================================================================================================
                                          |(   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
------------------------------------------+----------------------------+----------------------------+-------------------------------
0490 631.14                   50.000  HR  |     125.00000       6250.00|     135.00000       6750.00|
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0500 631.172                  40.000  HR  |      50.00000       2000.00|      65.00000       2600.00|
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0510 631.32                   30.000  HR  |     100.00000       3000.00|     225.00000       6750.00|
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0520 639.19                    1.000  EA  |    5000.00000       5000.00|    5500.00000       5500.00|
  FIELD OFFICE TYPE B                     |                            |                            |
0530 652.30                    4.000  EA  |    2000.00000       8000.00|     825.00000       3300.00|
  FLASHING ARROW BOARD                    |                            |                            |
0540 652.31                   30.000  EA  |      35.00000       1050.00|      65.00000       1950.00|
  TYPE I BARRICADE                        |                            |                            |
0550 652.33                  126.000  EA  |      50.00000       6300.00|      65.00000       8190.00|
  DRUM                                    |                            |                            |
0560 652.34                  250.000  EA  |      20.00000       5000.00|      17.00000       4250.00|
  CONE                                    |                            |                            |
0570 652.35                  227.000  M2  |     100.00000      22700.00|      80.00000      18160.00|
  CONSTRUCTION SIGNS                      |                            |                            |
0580 652.36                  115.000  CD  |     250.00000      28750.00|     350.00000      40250.00|
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0590 652.38                 1680.000  MH  |      18.00000      30240.00|      16.00000      26880.00|
  FLAGGER                                 |                            |                            |
0600 652.41                    4.000  EA  |    5000.00000      20000.00|    4000.00000      16000.00|
  PORTABLE - CHANGEABLE MESSAGE SIGN      |                            |                            |
0610 656.75                           LUMP|    7500.00000       7500.00|   10800.00000      10800.00|
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0620 659.10                           LUMP|   97901.84000      97901.84|  120000.00000     120000.00|
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $  1,176,960.00|             $  1,187,233.15|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  1,176,960.00|             $  1,187,233.15|              $
====================================================================================================================================