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     LETTING DATE : 08/24/05                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 08/24/05
                                                                                                                   PAGE : 1
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 008898.00                                     COMPLETION DATE : 12/02/05
                                                           =========
   PROJECT(S):  STP-8898(00)X           LOCATION(S): FALMOUTH, INTERSECTION IMPROVEMENTSE STATE DEPARTMENT OF TRANSPORTATION
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  FALMOUTH, INTERSECTION IMPROVEMENTS                                           NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000292         A H GROVER INC.                                                        $    126,169.50     100.0000%
   2   000403         PRATT & SONS, INC.                                                     $    129,179.50     102.3857%
   3   000079         R J GRONDIN & SONS, INC.                                               $    147,979.50     117.2863%
====================================================================================================================================
                                          |(   1  ) 000292             |(   2  ) 000403             |(   3  ) 000079
                                          |A H GROVER INC.             |PRATT & SONS, INC.          |R J GRONDIN & SONS, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 201.11                    0.012  HA  |  150000.00000       1800.00|  240000.00000       2880.00|   50000.00000         600.00
  CLEARING                                |                            |                            |
0020 201.23                    1.000  EA  |     350.00000        350.00|     960.00000        960.00|     500.00000         500.00
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0030 201.24                    1.000  EA  |     150.00000        150.00|     360.00000        360.00|     200.00000         200.00
  REMOVING STUMP                          |                            |                            |
0040 203.20                  260.000  M3  |      33.50000       8710.00|      30.00000       7800.00|      40.00000       10400.00
  COMMON EXCAVATION                       |                            |                            |
0050 304.10                  290.000  M3  |      38.00000      11020.00|      65.00000      18850.00|      40.00000       11600.00
  AGGREGATE SUBBASE COURSE - GRAVEL       |                            |                            |
0060 403.207                 135.000  MG  |     168.00000      22680.00|     140.00000      18900.00|     140.00000       18900.00
  HOT MIX ASPHALT 19.0 MM NOMINAL MAX SIZ |                            |                            |
0070 403.208                  70.000  MG  |     189.75000      13282.50|     165.00000      11550.00|     165.00000       11550.00
  HOT MIX ASPHALT 12.5 MM, SURFACE        |                            |                            |
0080 403.209                   5.000  MG  |     235.75000       1178.75|     205.00000       1025.00|     205.00000        1025.00
  HOT MIX ASPHALT 9.5 MM (SIDEWALKS,      |                            |                            |
  DRIVES, INCIDENTALS)                    |                            |                            |
0090 409.15                    5.000  L   |       4.60000         23.00|       4.80000         24.00|       4.00000          20.00
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0100 603.1653                 10.000  M   |     135.00000       1350.00|     250.00000       2500.00|     230.00000        2300.00
  375MM RCP CLASS V                       |                            |                            |
0110 603.1753                 36.000  M   |     140.00000       5040.00|     265.00000       9540.00|     232.00000        8352.00
  450 MM RCP CLASS V                      |                            |                            |
     LETTING DATE : 08/24/05                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 08/24/05
                                                                                                                   PAGE : 2
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 008898.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000292             |(   2   ) 000403            |(   3  ) 000079
                                          |A H GROVER INC.             |PRATT & SONS, INC.          |R J GRONDIN & SONS, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 609.34                   30.000  M   |     130.00000       3900.00|     130.00000       3900.00|     102.00000        3060.00
  CURB TYPE 5                             |                            |                            |
0130 609.35                    4.000  M   |     400.00000       1600.00|     460.00000       1840.00|     330.00000        1320.00
  CURB TYPE 5 - CIRCULAR                  |                            |                            |
0140 613.319                  65.000  M2  |       8.00000        520.00|       3.00000        195.00|      15.00000         975.00
  EROSION CONTROL BLANKET                 |                            |                            |
0150 615.07                   40.000  M3  |     108.00000       4320.00|      70.00000       2800.00|      60.00000        2400.00
  LOAM                                    |                            |                            |
0160 618.1301                  4.000  UN  |     220.00000        880.00|     265.00000       1060.00|     200.00000         800.00
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0170 621.249                   1.000  EA  |     350.00000        350.00|     500.00000        500.00|     295.00000         295.00
  LARGE DECIDUOUS TREES (1800 MM - 2400   |                            |                            |
  MM) GROUP A                             |                            |                            |
0180 627.18                    8.000  M   |       5.50000         44.00|      16.00000        128.00|      12.00000          96.00
  300 MM SOLID WHITE PAVEMENT MARK LINE   |                            |                            |
0190 627.711                 185.000  M   |       1.45000        268.25|       3.50000        647.50|       2.50000         462.50
  WHITE OR YELLOW PAINTED PAVEMENT        |                            |                            |
  MARKING LINE (PLAN QUANTITY )           |                            |                            |
0200 643.60                           LUMP|    7000.00000       7000.00|    6750.00000       6750.00|    5620.00000        5620.00
  FLASHING BEACON AT:                     |                            |                            |
0210 645.271                   2.000  M2  |     275.00000        550.00|     335.00000        670.00|     152.00000         304.00
  REGULATORY, WARNING, CONFIRMATION AND   |                            |                            |
  ROUTE MARKER ASSEMBLY SIGNS, TYPE I     |                            |                            |
0220 652.39                           LUMP|   10000.00000      10000.00|    8000.00000       8000.00|   50000.00000       50000.00
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0230 656.75                           LUMP|    2500.00000       2500.00|    2000.00000       2000.00|    4000.00000        4000.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0240 658.20                   10.000  M2  |      15.30000        153.00|      30.00000        300.00|      20.00000         200.00
  ACRYLIC LATEX COLOR FINISH, GREEN       |                            |                            |
0250 659.10                           LUMP|   28500.00000      28500.00|   26000.00000      26000.00|   13000.00000       13000.00
  MOBILIZATION                            |                            |                            |
     SECTION TOTALS                       |             $    126,169.50|             $    129,179.50|              $    147,979.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $    126,169.50|             $    129,179.50|              $    147,979.50
====================================================================================================================================