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     LETTING DATE : 03/01/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 03/01/06
                                                                                                                   PAGE : 1
     COUNTIE(S): AROOSTOOK                              TABULATION OF BIDS
                                            CONTRACT ID : 012113.00                                     COMPLETION DATE : 10/21/06
                                                           =========
   PROJECT(S):  STP-1211(300)X          LOCATION(S): PRESQUE ISLE-EASTON, PAVEMENT REHABILITATIONEPARTMENT OF TRANSPORTATION
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  PRESQUE ISLE - EASTON, PAVEMENT REHABILITATION                                NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000490         MCGILLAN, INC.                                                         $  3,240,813.72     100.0000%
   2   000120         ED PELLETIER & SONS, CO.                                               $  3,241,927.97     100.0344%
   3   000707         SARGENT CORPORATION                                                    $  3,763,469.62     116.1273%
====================================================================================================================================
                                          |(   1  ) 000490             |(   2  ) 000120             |(   3  ) 000707
                                          |MCGILLAN, INC.              |ED PELLETIER & SONS, CO.    |SARGENT CORPORATION
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 201.11                    0.200  HA  |   10000.00000       2000.00|   10000.00000       2000.00|   25000.00000        5000.00
  CLEARING                                |                            |                            |
0020 201.23                    6.000  EA  |     250.00000       1500.00|     300.00000       1800.00|     250.00000        1500.00
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0030 201.24                    6.000  EA  |     250.00000       1500.00|     300.00000       1800.00|     250.00000        1500.00
  REMOVING STUMP                          |                            |                            |
0040 202.203                 240.000  M2  |      22.00000       5280.00|      20.00000       4800.00|      20.00000        4800.00
  PAVEMENT BUTT JOINTS                    |                            |                            |
0050 203.2001              31450.000  M3  |      10.00000     314500.00|      10.75000     338087.50|      24.00000      754800.00
  COMMON EXCAVATION - PLAN QUANTITY       |                            |                            |
0060 203.21                 2040.000  M3  |      50.00000     102000.00|      50.00000     102000.00|      24.00000       48960.00
  ROCK EXCAVATION                         |                            |                            |
0070 205.41                 7710.000  M2  |       7.50000      57825.00|      15.45000     119119.50|       6.20000       47802.00
  RECONSTRUCTION OF EXISTING SHOULDER     |                            |                            |
  PLAN QUANTITY                           |                            |                            |
0080 206.061                  25.000  M3  |      30.00000        750.00|      40.00000       1000.00|      24.00000         600.00
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                            |                            |
  AND MINOR STRUCTURES, BELOW GRADE       |                            |                            |
0090 206.07                   25.000  M3  |     150.00000       3750.00|     125.00000       3125.00|     120.00000        3000.00
  STRUCTURAL ROCK EXCAVATION - DRAINAGE   |                            |                            |
  AND MINOR STRUCTURES                    |                            |                            |
0100 211.20                 1750.000  M   |      11.00000      19250.00|      12.75000      22312.50|      15.00000       26250.00
  INSLOPE EXCAVATION                      |                            |                            |
     LETTING DATE : 03/01/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 03/01/06
                                                                                                                   PAGE : 2
     COUNTIE(S): AROOSTOOK                              TABULATION OF BIDS
                                            CONTRACT ID : 012113.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000490             |(   2   ) 000120            |(   3  ) 000707
                                          |MCGILLAN, INC.              |ED PELLETIER & SONS, CO.    |SARGENT CORPORATION
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0110 211.30                 4300.000  M   |      11.00000      47300.00|      13.30000      57190.00|      20.00000       86000.00
  DITCH EXCAVATION                        |                            |                            |
0120 304.103                 340.000  M3  |      35.00000      11900.00|      32.50000      11050.00|      20.00000        6800.00
  AGGREGATE SUBBASE - GRAVEL (TRUCK       |                            |                            |
  MEASURE)                                |                            |                            |
0130 304.131               22210.000  M3  |      34.00000     755140.00|      24.50000     544145.00|      28.00000      621880.00
  DENSE GRADED CRUSHED AGGREGATE SUBBASE  |                            |                            |
  - PLAN QUANTITY                         |                            |                            |
0140 403.209                 230.000  MG  |     150.00000      34500.00|     145.00000      33350.00|     149.00000       34270.00
  HOT MIX ASPHALT 9.5 MM (SIDEWALKS,      |                            |                            |
  DRIVES, INCIDENTALS)                    |                            |                            |
0150 403.210                4300.000  MG  |      71.00000     305300.00|      74.00000     318200.00|      75.00000      322500.00
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0160 403.211                 100.000  MG  |     150.00000      15000.00|     145.00000      14500.00|     148.00000       14800.00
  HOT MIX ASPHALT (SHIM)                  |                            |                            |
0170 403.213               11000.000  MG  |      70.00000     770000.00|      73.00000     803000.00|      74.00000      814000.00
  HOT MIX ASPHALT 12.5 MM, BASE           |                            |                            |
0180 409.15                13270.000  L   |       1.60000      21232.00|       1.60000      21232.00|       1.65000       21895.50
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0190 411.10                  100.000  M3  |      35.00000       3500.00|      60.00000       6000.00|      20.00000        2000.00
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0200 411.12                   10.000  MG  |      40.00000        400.00|      50.00000        500.00|      24.00000         240.00
  CRUSHED STONE SURFACE                   |                            |                            |
0210 603.16                  236.820  M   |     110.00000      26050.20|     104.50000      24747.69|      90.00000       21313.80
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0220 603.17                  267.000  M   |     130.00000      34710.00|     118.50000      31639.50|     100.00000       26700.00
  450 MM CULVERT PIPE OPTION I            |                            |                            |
0230 603.179                 104.530  M   |     130.00000      13588.90|     190.00000      19860.70|     140.00000       14634.20
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0240 603.19                   83.810  M   |     150.00000      12571.50|     160.00000      13409.60|     165.00000       13828.65
  600 MM CULVERT PIPE OPTION I            |                            |                            |
0250 603.199                 110.638  M   |     150.00000      16595.70|     225.00000      24893.55|     190.00000       21021.22
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0260 603.20                   12.190  M   |     200.00000       2438.00|     220.00000       2681.80|     165.00000        2011.35
  750 MM CULVERT PIPE OPTION I            |                            |                            |
0270 603.201                   6.000  M   |     200.00000       1200.00|     310.00000       1860.00|     350.00000        2100.00
  750 MM CORRUGATED METAL PIPE            |                            |                            |
0280 603.205                  46.640  M   |     325.00000      15158.00|     350.00000      16324.00|     250.00000       11660.00
  750 MM REINFORCED CONCRETE PIPE CLASS   |                            |                            |
  III                                     |                            |                            |
     LETTING DATE : 03/01/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 03/01/06
                                                                                                                   PAGE : 3
     COUNTIE(S): AROOSTOOK                              TABULATION OF BIDS
                                            CONTRACT ID : 012113.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000490             |(   2   ) 000120            |(   3  ) 000707
                                          |MCGILLAN, INC.              |ED PELLETIER & SONS, CO.    |SARGENT CORPORATION
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0290 603.215                  22.860  M   |     400.00000       9144.00|     405.00000       9258.30|     325.00000        7429.50
  900 MM REINFORCED CONCRETE PIPE CLASS   |                            |                            |
  III                                     |                            |                            |
0300 603.255                  53.640  M   |     600.00000      32184.00|     580.00000      31111.20|     500.00000       26820.00
  1500 MM RCP CLASS III                   |                            |                            |
0310 604.092                   2.000  EA  |    2500.00000       5000.00|    1900.00000       3800.00|    2400.00000        4800.00
  CATCH BASIN TYPE B1-C                   |                            |                            |
0320 605.09                   60.000  M   |      60.00000       3600.00|     125.00000       7500.00|      75.00000        4500.00
  150 MM UNDERDRAIN TYPE B                |                            |                            |
0330 605.10                    6.100  M   |      65.00000        396.50|     150.00000        915.00|      70.00000         427.00
  150 MM UNDERDRAIN OUTLET                |                            |                            |
0340 605.12                  207.000  M   |     100.00000      20700.00|     145.00000      30015.00|     100.00000       20700.00
  375 MM UNDERDRAIN TYPE C                |                            |                            |
0350 606.23                  171.450  M   |      60.00000      10287.00|      63.00000      10801.35|      58.00000        9944.10
  GUARDRAIL TYPE 3C - SINGLE RAIL         |                            |                            |
0360 606.232                   7.620  M   |      66.00000        502.92|      69.00000        525.78|      65.00000         495.30
  GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS   |                            |                            |
0370 606.265                   1.000  EA  |     100.00000        100.00|      95.00000         95.00|      77.00000          77.00
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0380 606.353                   8.000  EA  |      75.00000        600.00|      80.00000        640.00|      55.00000         440.00
  REFLECTORIZED FLEXIBLE GUARDRAIL MARKER |                            |                            |
0390 606.79                    3.000  EA  |    2400.00000       7200.00|    2550.00000       7650.00|    2200.00000        6600.00
  GUARDRAIL 350 FLARED TERMINAL           |                            |                            |
0400 607.24                   35.000  M   |      50.00000       1750.00|      52.00000       1820.00|      55.00000        1925.00
  REMOVE AND RESET FENCE                  |                            |                            |
0410 609.31                  290.000  M   |      30.00000       8700.00|      29.50000       8555.00|      24.00000        6960.00
  CURB TYPE 3                             |                            |                            |
0420 609.40                   50.000  M   |      40.00000       2000.00|      75.00000       3750.00|      45.00000        2250.00
  RESET CURB TYPE 5                       |                            |                            |
0430 610.08                  240.000  M3  |      50.00000      12000.00|      65.00000      15600.00|      60.00000       14400.00
  PLAIN RIPRAP                            |                            |                            |
0440 610.18                  330.000  M3  |      45.00000      14850.00|      55.00000      18150.00|      45.00000       14850.00
  STONE DITCH PROTECTION                  |                            |                            |
0450 613.319                4760.000  M2  |       2.00000       9520.00|       2.55000      12138.00|       2.00000        9520.00
  EROSION CONTROL BLANKET                 |                            |                            |
0460 615.07                  660.000  M3  |      30.00000      19800.00|      30.00000      19800.00|       8.00000        5280.00
  LOAM                                    |                            |                            |
0470 618.1301                130.000  UN  |      25.00000       3250.00|      20.00000       2600.00|      45.00000        5850.00
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0480 618.1401                255.000  UN  |      25.00000       6375.00|      22.00000       5610.00|      14.00000        3570.00
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
     LETTING DATE : 03/01/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 03/01/06
                                                                                                                   PAGE : 4
     COUNTIE(S): AROOSTOOK                              TABULATION OF BIDS
                                            CONTRACT ID : 012113.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000490             |(   2   ) 000120            |(   3  ) 000707
                                          |MCGILLAN, INC.              |ED PELLETIER & SONS, CO.    |SARGENT CORPORATION
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0490 618.1411                 15.000  UN  |      25.00000        375.00|      35.00000        525.00|      32.00000         480.00
  SEEDING METHOD NUMBER 3 - PLAN QUANTITY |                            |                            |
0500 619.1201                400.000  UN  |      25.00000      10000.00|      12.00000       4800.00|       7.00000        2800.00
  MULCH - PLAN QUANTITY                   |                            |                            |
0510 620.54                  450.000  M2  |       4.00000       1800.00|       2.50000       1125.00|       1.00000         450.00
  STABILIZATION GEOTEXTILE                |                            |                            |
0520 620.58                  450.000  M2  |       4.00000       1800.00|       3.50000       1575.00|       1.00000         450.00
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0530 621.043                   4.000  EA  |     400.00000       1600.00|     250.00000       1000.00|     160.00000         640.00
  EVERGREEN TREES (1800 MM - 2400 MM)     |                            |                            |
  GROUP A                                 |                            |                            |
0540 621.201                   1.000  EA  |     300.00000        300.00|     450.00000        450.00|     270.00000         270.00
  MEDIUM DECIDUOUS TREE (50 MM - 65 MM    |                            |                            |
  CALIPER) GROUP A                        |                            |                            |
0550 627.76                           LUMP|   26000.00000      26000.00|    7500.00000       7500.00|   13500.00000       13500.00
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0560 629.05                   25.000  HR  |      30.00000        750.00|      28.00000        700.00|      24.00000         600.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0570 631.10                   10.000  HR  |      50.00000        500.00|      45.00000        450.00|      30.00000         300.00
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                            |                            |
0580 631.11                   10.000  HR  |      50.00000        500.00|      30.00000        300.00|      30.00000         300.00
  AIR TOOL (INCLUDING OPERATOR)           |                            |                            |
0590 631.12                   25.000  HR  |     100.00000       2500.00|     100.00000       2500.00|     125.00000        3125.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0600 631.132                  15.000  HR  |      70.00000       1050.00|      90.00000       1350.00|      90.00000        1350.00
  SMALL BULLDOZER (INCLUDING OPERATOR)    |                            |                            |
0610 631.14                   15.000  HR  |     100.00000       1500.00|      90.00000       1350.00|     100.00000        1500.00
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0620 631.172                  50.000  HR  |      55.00000       2750.00|      60.00000       3000.00|      48.00000        2400.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0630 631.18                   10.000  HR  |      35.00000        350.00|      40.00000        400.00|      32.00000         320.00
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0640 639.19                    1.000  EA  |   10000.00000      10000.00|    9000.00000       9000.00|    8000.00000        8000.00
  FIELD OFFICE TYPE B                     |                            |                            |
0650 652.38                 3780.000  HR  |      18.00000      68040.00|      15.00000      56700.00|      18.00000       68040.00
  FLAGGER                                 |                            |                            |
0660 652.39                           LUMP|   45000.00000      45000.00|   45000.00000      45000.00|   80000.00000       80000.00
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0670 656.75                           LUMP|   40000.00000      40000.00|   60000.00000      60000.00|  120000.00000      120000.00
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
     LETTING DATE : 03/01/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 03/01/06
                                                                                                                   PAGE : 5
     COUNTIE(S): AROOSTOOK                              TABULATION OF BIDS
                                            CONTRACT ID : 012113.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000490             |(   2   ) 000120            |(   3  ) 000707
                                          |MCGILLAN, INC.              |ED PELLETIER & SONS, CO.    |SARGENT CORPORATION
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0680 658.20                   70.000  M2  |      30.00000       2100.00|      32.00000       2240.00|      32.00000        2240.00
  ACRYLIC LATEX COLOR FINISH, GREEN       |                            |                            |
0690 659.10                           LUMP|  260000.00000     260000.00|  310000.00000     310000.00|  376000.00000      376000.00
  MOBILIZATION                            |                            |                            |
0700 660.21                 1000.000  HR  |       1.00000       1000.00|       1.00000       1000.00|       2.00000        2000.00
  ON-THE-JOB TRAINING (BID)               |                            |                            |
     SECTION TOTALS                       |             $  3,240,813.72|             $  3,241,927.97|              $  3,763,469.62
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  3,240,813.72|             $  3,241,927.97|              $  3,763,469.62
====================================================================================================================================