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     LETTING DATE : 07/19/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 1
     LOCATION : BREWER                                  TABULATION OF BIDS

                                            CONTRACT ID : 007929.00
                                                          =========


   PROJECT(S):  STP-7929(00)X           COUNTIE(S) : PENOBSCOT                   MAINE STATE DEPTARTMENT OF TRANSPORTATION

                                                                                 A TRUE COPY : __________________________

                                                                                       TITLE : __________________________

                                                                                 ATTEST : _______________________________
     CONTRACT DESCRIPTION : DRAINAGE IMPROVEMENTS                                                NOTARY PUBLIC

  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000104         ROBERT WARDWELL & SONS, INC.                                           $     73,787.00     100.0000%
   2   000855         BRIDGECORP                                                             $    104,290.00     141.3393%
====================================================================================================================================
                                          |(   1  ) 000104             |(   2  ) 000855             |(      )
                                          |ROBERT WARDWELL & SONS, INC |BRIDGECORP                  |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 107.27                           LUMP|    1700.00000       1700.00|    2000.00000       2000.00|
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0020 203.25                   10.000  CY  |      40.00000        400.00|      26.00000        260.00|
  GRANULAR BORROW                         |                            |                            |
0030 304.10                  200.000  CY  |      29.00000       5800.00|      26.00000       5200.00|
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0040 403.209                   5.000  T   |      95.00000        475.00|     150.00000        750.00|
  HOT MIX ASPHALT 3/8 INCH   (SIDEWALKS,  |                            |                            |
  DRIVES, INCIDENT ALS)                   |                            |                            |
0050 403.210                  20.000  T   |      95.00000       1900.00|     150.00000       3000.00|
  HOT MIX ASPHALT 3/8 INCH NOMINAL MAX    |                            |                            |
  SIZE                                    |                            |                            |
0060 603.18                   20.000  LF  |      62.00000       1240.00|      50.00000       1000.00|
  21 INCH CULVERT PIPE OPTION I           |                            |                            |
0070 603.7418                 50.000  LF  |      10.00000        500.00|       5.00000        250.00|
  REMOVE & RELAY 18 INCH CONCRETE PIPE    |                            |                            |
0080 603.748                   1.000  EA  |     500.00000        500.00|      50.00000         50.00|
  REMOVE CONCRETE HEADWALL                |                            |                            |
0090 604.092                   3.000  EA  |    3750.00000      11250.00|    2000.00000       6000.00|
  CATCH BASIN TYPE B1-C                   |                            |                            |
0100 605.13                  362.000  LF  |      58.00000      20996.00|      60.00000      21720.00|
  18 INCH UNDERDRAIN TYPE C               |                            |                            |
     LETTING DATE : 07/19/00                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/05/01
                                                                                                                   PAGE : 2
     LOCATION : BREWER                                  TABULATION OF BIDS

                                            CONTRACT ID : 007929.00
                                                          =========

====================================================================================================================================
                                          |(   1  ) 000104             |(   2   ) 000855            |(      )
                                          |ROBERT WARDWELL & SONS, INC |BRIDGECORP                  |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 607.25                   20.000  LF  |      45.00000        900.00|      70.00000       1400.00|
  REMOVE AND RESET CHAIN LINK FENCE       |                            |                            |
0120 609.31                  350.000  LF  |       4.00000       1400.00|       7.00000       2450.00|
  CURB TYPE 3                             |                            |                            |
0130 610.08                   10.000  CY  |      75.00000        750.00|      70.00000        700.00|
  PLAIN RIPRAP                            |                            |                            |
0140 613.319                  20.000  SY  |       4.30000         86.00|       3.00000         60.00|
  TEMPORARY EROSION CONTROL BLANKET       |                            |                            |
0150 615.07                   20.000  CY  |      44.00000        880.00|      40.00000        800.00|
  LOAM                                    |                            |                            |
0160 618.1401                  2.000  UN  |      50.00000        100.00|      40.00000         80.00|
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0170 619.1201                  2.000  UN  |      50.00000        100.00|      40.00000         80.00|
  MULCH - PLAN QUANTITY                   |                            |                            |
0180 620.58                   10.000  SY  |       3.00000         30.00|       7.00000         70.00|
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0190 627.71                  400.000  LF  |       1.00000        400.00|       1.00000        400.00|
  4 INCH WHITE PAVEMENT MARKING LINE      |                            |                            |
0200 629.05                   10.000  MH  |      21.00000        210.00|      35.00000        350.00|
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0210 631.12                   10.000  HR  |      87.00000        870.00|     120.00000       1200.00|
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0220 631.21                    5.000  HR  |      60.00000        300.00|      60.00000        300.00|
  ROAD BROOM (INCLUDING OPERATORS AND     |                            |                            |
  HAULER)                                 |                            |                            |
0230 652.33                   10.000  EA  |      70.00000        700.00|      60.00000        600.00|
  DRUM                                    |                            |                            |
0240 652.34                   20.000  EA  |      20.00000        400.00|      17.00000        340.00|
  CONE                                    |                            |                            |
0250 652.35                  160.000  SF  |      10.00000       1600.00|       7.00000       1120.00|
  CONSTRUCTION SIGNS                      |                            |                            |
0260 652.36                   30.000  CD  |      70.00000       2100.00|      77.00000       2310.00|
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                            |                            |
0270 652.38                  400.000  MH  |      12.00000       4800.00|      12.00000       4800.00|
  FLAGGER                                 |                            |                            |
0280 659.10                           LUMP|   13400.00000      13400.00|   47000.00000      47000.00|
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $     73,787.00|             $    104,290.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $     73,787.00|             $    104,290.00|              $
====================================================================================================================================