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     LETTING DATE : 07/24/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 1
     LOCATION : ADDISON                                 TABULATION OF BIDS
                                            CONTRACT ID : 010055.00                                     COMPLETION DATE : 11/15/02
                                                          =========
   PROJECT(S):  STP-1005(500)X          COUNTIE(S) : WASHINGTON                     MAINE STATE DEPARTMENT OF TRANSPORTATION
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  BRIDGE CULVERT REPLACEMENT                                                    NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000491         MOOSEHORN LAND CO. D/B/A/ PEASLEY & OHALLORAN CONST.                   $    190,013.00     100.0000%
   2   000010         THOMAS DICENZO, INC.                                                   $    350,594.00     184.5105%
====================================================================================================================================
                                          |(   1  ) 000491             |(   2  ) 000010             |(      )
                                          |PEASLEY & O'HALLORAN CONST. |THOMAS DICENZO, INC.        |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   BRIDGE ITEMS
                                          |                            |                            |
0010 202.191                          LUMP|   14000.00000      14000.00|   19000.00000      19000.00|
  REMOVING EXISTING PIPE                  |                            |                            |
0020 203.20                  440.000  M3  |      11.00000       4840.00|      20.00000       8800.00|
  COMMON EXCAVATION                       |                            |                            |
0030 203.24                  100.000  M3  |      20.00000       2000.00|      37.00000       3700.00|
  COMMON BORROW                           |                            |                            |
0040 203.25                  230.000  M3  |      25.00000       5750.00|      40.00000       9200.00|
  GRANULAR BORROW                         |                            |                            |
0050 206.061                  85.000  M3  |      30.00000       2550.00|      17.00000       1445.00|
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                            |                            |
  AND MINOR STRUCTURES, BELOW GRADE       |                            |                            |
0060 304.10                  500.000  M3  |      28.00000      14000.00|      39.00000      19500.00|
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0070 403.210                  80.000  MG  |     100.00000       8000.00|      75.00000       6000.00|
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0080 403.213                  50.000  MG  |     100.00000       5000.00|      75.00000       3750.00|
  HOT MIX ASPHALT 12.5 MM, BASE           |                            |                            |
0090 509.12                 8940.000  LS  |   48000.00000      48000.00|   32000.00000      32000.00|
  STEEL STRUCTURAL PLATE PIPE ARCH:       |                            |                            |
0100 511.07                           LUMP|   12000.00000      12000.00|  132000.00000     132000.00|
  COFFERDAM:                              |                            |                            |
0110 526.301                  30.000  LS  |    2500.00000       2500.00|    5000.00000       5000.00|
  TEMPORARY CONCRETE BARRIER TYPE I       |                            |                            |
0120 606.35                    6.000  EA  |      48.00000        288.00|      44.00000        264.00|
  GUARDRAIL DELINEATOR POST               |                            |                            |
     LETTING DATE : 07/24/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 2
     LOCATION : ADDISON                                 TABULATION OF BIDS
                                            CONTRACT ID : 010055.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000491             |(   2   ) 000010            |(      )
                                          |PEASLEY & O'HALLORAN CONST. |THOMAS DICENZO, INC.        |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0130 606.55                   23.000  M   |      60.00000       1380.00|      50.00000       1150.00|
  GUARDRAIL TYPE 3 - SINGLE RAIL          |                            |                            |
0140 606.76                    4.000  EA  |    2000.00000       8000.00|    2000.00000       8000.00|
  MODIFIED ECCENTRIC LOADER TERMINAL      |                            |                            |
0150 610.08                  110.000  M3  |      55.00000       6050.00|      60.00000       6600.00|
  PLAIN RIPRAP                            |                            |                            |
0160 610.18                   90.000  M3  |      55.00000       4950.00|      60.00000       5400.00|
  STONE DITCH PROTECTION                  |                            |                            |
0170 613.319                  15.000  M2  |       4.00000         60.00|       4.00000         60.00|
  EROSION CONTROL BLANKET                 |                            |                            |
0180 615.07                   25.000  M3  |      40.00000       1000.00|      25.00000        625.00|
  LOAM                                    |                            |                            |
0190 618.1401                  5.000  UN  |     125.00000        625.00|      50.00000        250.00|
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0200 619.1201                  5.000  UN  |     125.00000        625.00|      50.00000        250.00|
  MULCH - PLAN QUANTITY                   |                            |                            |
0210 620.58                  400.000  M2  |       3.00000       1200.00|       3.00000       1200.00|
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0220 620.60                  100.000  M2  |       6.00000        600.00|       8.00000        800.00|
  REINFORCEMENT GEOTEXTILE                |                            |                            |
0230 620.65                  160.000  M2  |       7.00000       1120.00|      10.00000       1600.00|
  REINFORCEMENT GEOGRID                   |                            |                            |
0240 627.71                  160.000  M   |       6.00000        960.00|       4.00000        640.00|
  100 MM WHITE PAVEMENT MARKING LINE      |                            |                            |
0250 627.73                   80.000  M   |       6.00000        480.00|       8.00000        640.00|
  100 MM YELLOW PAVEMENT MARKING LINE     |                            |                            |
0260 629.05                   10.000  MH  |      26.00000        260.00|      30.00000        300.00|
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0270 631.12                   10.000  HR  |     100.00000       1000.00|     100.00000       1000.00|
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0280 631.171                  10.000  HR  |      45.00000        450.00|      50.00000        500.00|
  TRUCK - SMALL (INCLUDING OPERATOR)      |                            |                            |
0290 631.36                   10.000  MH  |      40.00000        400.00|      35.00000        350.00|
  FOREMAN                                 |                            |                            |
0300 637.071                          LUMP|    1000.00000       1000.00|    5000.00000       5000.00|
  DUST CONTROL                            |                            |                            |
0310 639.18                    1.000  EA  |    5000.00000       5000.00|    5000.00000       5000.00|
  FIELD OFFICE TYPE A                     |                            |                            |
0320 652.39                           LUMP|   20000.00000      20000.00|   15000.00000      15000.00|
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
     LETTING DATE : 07/24/02                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 12/10/02
                                                                                                                   PAGE : 3
     LOCATION : ADDISON                                 TABULATION OF BIDS
                                            CONTRACT ID : 010055.00
                                                          =========
====================================================================================================================================
                                          |(   1  ) 000491             |(   2   ) 000010            |(      )
                                          |PEASLEY & O'HALLORAN CONST. |THOMAS DICENZO, INC.        |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0330 656.75                           LUMP|    4500.00000       4500.00|   25000.00000      25000.00|
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0340 659.10                           LUMP|   10000.00000      10000.00|   30000.00000      30000.00|
  MOBILIZATION                            |                            |                            |
0341 203.231                  57.000  M3  |      25.00000       1425.00|      10.00000        570.00|
  DISPOSAL OF RIVERBED EXCAVATION         |                            |                            |
     SECTION TOTALS                       |             $    190,013.00|             $    350,594.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    190,013.00|             $    350,594.00|              $
====================================================================================================================================