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     LETTING DATE : 08/09/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 08/09/06
                                                                                                                   PAGE : 1
     COUNTIE(S): OXFORD                                 TABULATION OF BIDS
                                            CONTRACT ID : 011220.00                                     COMPLETION DATE : 06/28/08
                                                           =========
   PROJECT(S):  STP-A122(000)X          LOCATION(S): BUCKFIELD-TURNER, HIGHWAY IMPROVEMENTSTATE DEPARTMENT OF TRANSPORTATION
                012687.00                            BUCKFIELD-TURNER, CULVERT REPLACEMENT
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  BUCKFIELD-TURNER, HIGHWAY IMPROVEMENTS.                                       NOTARY PUBLIC
  -------------------------------------------------------------------------------------------------------------------------------
                                                                                                         TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                               BID           LOW BID
  -------------------------------------------------------------------------------------------------------------------------------
   1   001094         K & K EXCAVATION, INC.                                                     $     5,873,758.15  100.0000%
   2   000855         BRIDGECORP                                                                 $     6,236,064.34  106.1682%
   3   000707         SARGENT CORPORATION                                                        $     6,969,336.50  118.6521%
   4   000403         PRATT & SONS, INC.                                                         $     7,173,870.85  122.1343%
====================================================================================================================================
                                          |(   1  ) 001094              |(   2  ) 000855              |(   3  ) 000707
                                          |K & K EXCAVATION, INC.       |BRIDGECORP                   |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                   0.920  AC   |    2500.00000        2300.00|    6014.93000        5533.74|   26000.00000       23920.00
  CLEARING                                |                             |                             |
0020 201.23                   6.000  EA   |     250.00000        1500.00|     993.03000        5958.18|     800.00000        4800.00
  REMOVING SINGLE TREE TOP ONLY           |                             |                             |
0030 201.24                   8.000  EA   |     250.00000        2000.00|     312.16000        2497.28|     380.00000        3040.00
  REMOVING STUMP                          |                             |                             |
0040 202.15                   8.000  EA   |     500.00000        4000.00|     482.33000        3858.64|     550.00000        4400.00
  REMOVING MANHOLE OR CATCH BASIN         |                             |                             |
0050 202.203                325.000  SY   |      21.00000        6825.00|      21.00000        6825.00|      21.00000        6825.00
  PAVEMENT BUTT JOINTS                    |                             |                             |
0060 203.20               25560.000  CY   |       9.00000      230040.00|       8.73000      223138.80|      17.20000      439632.00
  COMMON EXCAVATION                       |                             |                             |
0070 203.21                4000.000  CY   |      45.00000      180000.00|      65.76000      263040.00|      50.00000      200000.00
  ROCK EXCAVATION                         |                             |                             |
0080 206.061                 25.000  CY   |      20.00000         500.00|      49.93000        1248.25|      37.00000         925.00
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                             |                             |
  AND MINOR STRUCTURES, BELOW GRADE       |                             |                             |
0090 206.07                  50.000  CY   |     150.00000        7500.00|     907.91000       45395.50|     150.00000        7500.00
  STRUCTURAL ROCK EXCAVATION - DRAINAGE   |                             |                             |
  AND MINOR STRUCTURES                    |                             |                             |
0100 211.20                8425.000  LF   |       3.00000       25275.00|       3.71000       31256.75|       8.00000       67400.00
  INSLOPE EXCAVATION                      |                             |                             |
     LETTING DATE : 08/09/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 08/09/06
                                                                                                                   PAGE : 2
     COUNTIE(S): OXFORD                                 TABULATION OF BIDS
                                            CONTRACT ID : 011220.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 001094              |(   2   ) 000855             |(   3  ) 000707
                                          |K & K EXCAVATION, INC.       |BRIDGECORP                   |SARGENT CORPORATION
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0110 211.30               17160.000  LF   |       3.50000       60060.00|       3.48000       59716.80|       8.00000      137280.00
  DITCH EXCAVATION                        |                             |                             |
0120 304.10               45715.000  CY   |      19.00000      868585.00|      20.21000      923900.15|      21.00000      960015.00
  AGGREGATE SUBBASE COURSE - GRAVEL       |                             |                             |
0130 310.23              111200.000  SY   |       9.43000     1048616.00|       9.43000     1048616.00|       9.50000     1056400.00
  PLANT MIX RECYCLED ASPHALT PAVEMENT - 3 |                             |                             |
  INCH DEPTH                              |                             |                             |
0140 403.209                780.000  T    |     107.02000       83475.60|     107.02000       83475.60|     110.00000       85800.00
  HOT MIX ASPHALT 9.5 MM HMA (SIDEWALKS,  |                             |                             |
  DRIVES, INCIDENTALS)                    |                             |                             |
0150 403.210               8200.000  T    |      61.81000      506842.00|      61.81000      506842.00|      70.00000      574000.00
  HOT MIX ASPHALT 9.5 MM HMA              |                             |                             |
0160 403.213              11250.000  T    |      61.74000      694575.00|      61.74000      694575.00|      70.00000      787500.00
  HOT MIX ASPHALT 12.5 MM HMA  BASE       |                             |                             |
0170 409.15                5765.000  G    |       5.07000       29228.55|       5.07000       29228.55|       5.10000       29401.50
  BITUMINOUS TACK COAT APPLIED            |                             |                             |
0180 411.10                 200.000  CY   |      30.00000        6000.00|      52.92000       10584.00|      38.00000        7600.00
  UNTREATED AGGREGATE SURFACE COURSE      |                             |                             |
  (TRUCK MEASURE)                         |                             |                             |
0190 526.301                160.000  LS   |    7000.00000        7000.00|    8511.69000        8511.69|    9500.00000        9500.00
  TEMPORARY CONCRETE BARRIER TYPE I       |                             |                             |
0200 534.71                   1.000  LS   |  318600.00000      318600.00|  312095.32000      312095.32|  347000.00000      347000.00
  PRECAST CONCRETE BOX CULVERT            |                             |                             |
0210 603.16                2280.000  LF   |      28.00000       63840.00|      17.41000       39694.80|      45.00000      102600.00
  15 INCH CULVERT PIPE OPTION I           |                             |                             |
0220 603.169                 60.000  LF   |      55.00000        3300.00|      96.16000        5769.60|      59.00000        3540.00
  15 INCH CULVERT PIPE OPTION III         |                             |                             |
0230 603.17                 656.000  LF   |      30.00000       19680.00|      21.71000       14241.76|      48.00000       31488.00
  18 INCH CULVERT PIPE OPTION I           |                             |                             |
0240 603.179               1614.000  LF   |      85.00000      137190.00|      61.25000       98857.50|      61.00000       98454.00
  18 INCH CULVERT PIPE OPTION III         |                             |                             |
0250 603.19                  48.000  LF   |      80.00000        3840.00|      33.30000        1598.40|      48.00000        2304.00
  24 INCH CULVERT PIPE OPTION I           |                             |                             |
0260 603.199                444.000  LF   |      80.00000       35520.00|      89.11000       39564.84|      82.00000       36408.00
  24 INCH CULVERT PIPE OPTION III         |                             |                             |
0270 603.20                  40.000  LF   |     100.00000        4000.00|      49.20000        1968.00|      64.00000        2560.00
  30 INCH CULVERT PIPE OPTION I           |                             |                             |
0280 603.205                296.000  LF   |     115.00000       34040.00|      92.81000       27471.76|     115.00000       34040.00
  30 INCH REINFORCED CONCRETE PIPE CLASS  |                             |                             |
  III                                     |                             |                             |
0290 603.209                 10.000  LF   |     100.00000        1000.00|     145.20000        1452.00|     300.00000        3000.00
  30 INCH CULVERT PIPE OPTION III         |                             |                             |
     LETTING DATE : 08/09/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 08/09/06
                                                                                                                   PAGE : 3
     COUNTIE(S): OXFORD                                 TABULATION OF BIDS
                                            CONTRACT ID : 011220.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 001094              |(   2   ) 000855             |(   3  ) 000707
                                          |K & K EXCAVATION, INC.       |BRIDGECORP                   |SARGENT CORPORATION
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0300 603.239                 26.000  LF   |     150.00000        3900.00|     170.31000        4428.06|     248.00000        6448.00
  48 INCH CULVERT PIPE OPTION III         |                             |                             |
0310 603.45                 184.000  LF   |     275.00000       50600.00|     305.80000       56267.20|     248.00000       45632.00
  48 INCH REINFORCED CONCRETE PIPE CLASS  |                             |                             |
  IV                                      |                             |                             |
0320 604.092                 11.000  EA   |    1500.00000       16500.00|    2571.63000       28287.93|    3300.00000       36300.00
  CATCH BASIN TYPE B1-C                   |                             |                             |
0330 604.18                   1.000  EA   |     500.00000         500.00|     567.45000         567.45|     600.00000         600.00
  ADJUSTING MANHOLE OR CATCH BASIN TO     |                             |                             |
  GRADE                                   |                             |                             |
0340 604.182                  1.000  EA   |     350.00000         350.00|     283.72000         283.72|     400.00000         400.00
  CLEAN EXISTING CATCH BASIN AND MANHOLE  |                             |                             |
0350 604.245                  2.000  EA   |    1500.00000        3000.00|    2194.49000        4388.98|    2700.00000        5400.00
  CATCH BASIN TYPE F4-C                   |                             |                             |
0360 605.09                6160.000  LF   |      24.00000      147840.00|      21.37000      131639.20|      27.00000      166320.00
  6 INCH UNDERDRAIN TYPE B                |                             |                             |
0370 605.10                 380.000  LF   |      24.00000        9120.00|      15.55000        5909.00|      34.00000       12920.00
  6 INCH UNDERDRAIN OUTLET                |                             |                             |
0380 605.11                 840.000  LF   |      34.00000       28560.00|      33.77000       28366.80|      50.00000       42000.00
  12 INCH UNDERDRAIN TYPE C               |                             |                             |
0390 605.12                 660.000  LF   |      34.00000       22440.00|      35.20000       23232.00|      55.00000       36300.00
  15 INCH UNDERDRAIN TYPE C               |                             |                             |
0400 605.13                 160.000  LF   |      38.00000        6080.00|      43.63000        6980.80|      64.00000       10240.00
  18 INCH UNDERDRAIN TYPE C               |                             |                             |
0410 606.1722                 8.000  EA   |     700.00000        5600.00|     794.42000        6355.36|     700.00000        5600.00
  BRIDGE TRANSITION - TYPE 2              |                             |                             |
0420 606.23                2500.000  LF   |      15.00000       37500.00|      17.02000       42550.00|      15.00000       37500.00
  GUARDRAIL TYPE 3C - SINGLE RAIL         |                             |                             |
0430 606.231                 25.000  LF   |      16.00000         400.00|      18.16000         454.00|      16.00000         400.00
  GUARDRAIL TYPE 3C - 15 FOOT RADIUS AND  |                             |                             |
  LESS                                    |                             |                             |
0440 606.232                 50.000  LF   |      16.00000         800.00|      18.16000         908.00|      16.00000         800.00
  GUARDRAIL TYPE 3C - OVER 15 FOOT RADIUS |                             |                             |
0450 606.353                 44.000  EA   |      36.00000        1584.00|      40.86000        1797.84|      36.00000        1584.00
  REFLECTORIZED FLEXIBLE GUARDRAIL MARKER |                             |                             |
0460 606.355                 80.000  EA   |      38.00000        3040.00|      43.13000        3450.40|      38.00000        3040.00
  GUARDRAIL MOWING DELINEATORS            |                             |                             |
0470 606.47                  30.000  EA   |      21.00000         630.00|      23.83000         714.90|      21.00000         630.00
  SINGLE WOOD POST                        |                             |                             |
0480 606.51                   3.000  EA   |     450.00000        1350.00|     510.70000        1532.10|     450.00000        1350.00
  MULTIPLE MAILBOX SUPPORT                |                             |                             |
     LETTING DATE : 08/09/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 08/09/06
                                                                                                                   PAGE : 4
     COUNTIE(S): OXFORD                                 TABULATION OF BIDS
                                            CONTRACT ID : 011220.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 001094              |(   2   ) 000855             |(   3  ) 000707
                                          |K & K EXCAVATION, INC.       |BRIDGECORP                   |SARGENT CORPORATION
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0490 606.79                  13.000  EA   |    1600.00000       20800.00|    1815.83000       23605.79|    1600.00000       20800.00
  GUARDRAIL 350 FLARED TERMINAL           |                             |                             |
0500 608.26                 100.000  SF   |      75.00000        7500.00|      25.54000        2554.00|      75.00000        7500.00
  CURB RAMP DETECTABLE WARNING FIELD      |                             |                             |
0510 609.237                  4.000  EA   |     480.00000        1920.00|     401.23000        1604.92|     200.00000         800.00
  TERMINAL CURB TYPE 1 - 7 FOOT           |                             |                             |
0520 609.31                7332.000  LF   |       5.50000       40326.00|       7.69000       56383.08|       7.50000       54990.00
  CURB TYPE 3                             |                             |                             |
0530 609.38                  80.000  LF   |      25.00000        2000.00|      31.83000        2546.40|      15.00000        1200.00
  RESET CURB TYPE 1                       |                             |                             |
0540 610.08                 815.000  CY   |      50.00000       40750.00|      45.69000       37237.35|      50.00000       40750.00
  PLAIN RIPRAP                            |                             |                             |
0550 610.18                 700.000  CY   |      50.00000       35000.00|      43.51000       30457.00|      45.00000       31500.00
  STONE DITCH PROTECTION                  |                             |                             |
0560 613.319              17500.000  SY   |       2.00000       35000.00|       0.83000       14525.00|       2.50000       43750.00
  EROSION CONTROL BLANKET                 |                             |                             |
0570 615.07                 300.000  CY   |      30.00000        9000.00|      72.96000       21888.00|      25.00000        7500.00
  LOAM                                    |                             |                             |
0580 618.1301                35.000  UN   |      20.00000         700.00|      18.73000         655.55|      20.00000         700.00
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                             |                             |
0590 618.1401               775.000  UN   |      18.20000       14105.00|      18.16000       14074.00|      19.00000       14725.00
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                             |                             |
0600 619.1201               810.000  UN   |      10.00000        8100.00|      11.18000        9055.80|      10.00000        8100.00
  MULCH - PLAN QUANTITY                   |                             |                             |
0610 620.58                5100.000  SY   |       3.75000       19125.00|       0.99000        5049.00|       1.90000        9690.00
  EROSION CONTROL GEOTEXTILE              |                             |                             |
0620 621.126                 12.000  EA   |     140.00000        1680.00|     158.88000        1906.56|     140.00000        1680.00
  SMALL DECIDUOUS TREES (6 FOOT - 8 FOOT) |                             |                             |
  GROUP A                                 |                             |                             |
0630 621.262                 12.000  EA   |     195.00000        2340.00|     221.30000        2655.60|     195.00000        2340.00
  LARGE DECIDUOUS TREES (10 FOOT - 12     |                             |                             |
  FOOT) GROUP B                           |                             |                             |
0640 627.75                 500.000  SF   |       5.00000        2500.00|       2.27000        1135.00|       2.00000        1000.00
  WHITE OR YELLOW PAVEMENT AND CURB       |                             |                             |
  MARKING                                 |                             |                             |
0650 627.76                          LUMP |   36000.00000       36000.00|       0.17000           0.17|   33000.00000       33000.00
  TEMPORARY PVMT. MARK LINE, W OR YELLOW  |                             |                             |
0660 629.05                  45.000  HR   |      25.00000        1125.00|      51.07000        2298.15|      30.00000        1350.00
  HAND LABOR, STRAIGHT TIME               |                             |                             |
0670 631.10                  10.000  HR   |      45.00000         450.00|      68.09000         680.90|      55.00000         550.00
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                             |                             |
     LETTING DATE : 08/09/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 08/09/06
                                                                                                                   PAGE : 5
     COUNTIE(S): OXFORD                                 TABULATION OF BIDS
                                            CONTRACT ID : 011220.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 001094              |(   2   ) 000855             |(   3  ) 000707
                                          |K & K EXCAVATION, INC.       |BRIDGECORP                   |SARGENT CORPORATION
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0680 631.11                  10.000  HR   |      40.00000         400.00|      68.09000         680.90|      50.00000         500.00
  AIR TOOL (INCLUDING OPERATOR)           |                             |                             |
0690 631.12                  55.000  HR   |     100.00000        5500.00|     153.21000        8426.55|     140.00000        7700.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                             |                             |
  OPERATOR)                               |                             |                             |
0700 631.14                  10.000  HR   |     110.00000        1100.00|     153.21000        1532.10|     150.00000        1500.00
  GRADER (INCLUDING OPERATOR)             |                             |                             |
0710 631.172                110.000  HR   |      55.00000        6050.00|      73.77000        8114.70|      58.00000        6380.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                             |                             |
0720 631.18                  10.000  HR   |      35.00000         350.00|      85.12000         851.20|      40.00000         400.00
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                             |                             |
0730 631.32                  10.000  HR   |     150.00000        1500.00|     340.47000        3404.70|     150.00000        1500.00
  CULVERT CLEANER (INCLUDING OPERATOR)    |                             |                             |
0740 639.18                   1.000  EA   |   14000.00000       14000.00|    7399.50000        7399.50|   23000.00000       23000.00
  FIELD OFFICE TYPE A                     |                             |                             |
0750 643.72                          LUMP |   17000.00000       17000.00|   10214.03000       10214.03|   27000.00000       27000.00
  TEMPORARY TRAFFIC SIGNAL                |                             |                             |
0760 652.33                 100.000  EA   |      49.00000        4900.00|      62.42000        6242.00|      80.00000        8000.00
  DRUM                                    |                             |                             |
0770 652.34                 175.000  EA   |      20.00000        3500.00|      18.28000        3199.00|      35.00000        6125.00
  CONE                                    |                             |                             |
0780 652.35                1150.500  SF   |      10.00000       11505.00|       8.57000        9859.79|      20.00000       23010.00
  CONSTRUCTION SIGNS                      |                             |                             |
0790 652.36                 290.000  CD   |     375.00000      108750.00|     473.10000      137199.00|     200.00000       58000.00
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                             |                             |
0800 652.38               12500.000  HR   |      16.00000      200000.00|      17.02000      212750.00|      16.00000      200000.00
  FLAGGER                                 |                             |                             |
0810 656.75                          LUMP |   30000.00000       30000.00|   78186.95000       78186.95|  141800.00000      141800.00
  TEMPORARY SOIL EROSION AND WATER        |                             |                             |
  POLLUTION CONTROL                       |                             |                             |
0820 658.20                 100.000  SY   |      15.00000        1500.00|      17.02000        1702.00|      16.00000        1600.00
  ACRYLIC LATEX COLOR FINISH, GREEN       |                             |                             |
0830 659.10                          LUMP |  460156.00000      460156.00|  670700.00000      670700.00|  694100.00000      694100.00
  MOBILIZATION                            |                             |                             |
0840 660.21                2000.000  HR   |       2.00000        4000.00|       1.13000        2260.00|       3.00000        6000.00
  ON-THE-JOB TRAINING (BID)               |                             |                             |
     SECTION TOTALS                       |           $     5,873,758.15|           $     6,236,064.34|           $     6,969,336.50
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
     CONTRACT TOTALS                      |           $     5,873,758.15|           $     6,236,064.34|           $     6,969,336.50
====================================================================================================================================
     LETTING DATE : 08/09/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 08/09/06
                                                                                                                   PAGE : 6
     COUNTIE(S): OXFORD                                 TABULATION OF BIDS
                                            CONTRACT ID : 011220.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000403              |(       )                    |(      )
                                          |PRATT & 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                   0.920  AC   |    6650.00000        6118.00|                             |
  CLEARING                                |                             |                             |
0020 201.23                   6.000  EA   |    1000.00000        6000.00|                             |
  REMOVING SINGLE TREE TOP ONLY           |                             |                             |
0030 201.24                   8.000  EA   |     400.00000        3200.00|                             |
  REMOVING STUMP                          |                             |                             |
0040 202.15                   8.000  EA   |     550.00000        4400.00|                             |
  REMOVING MANHOLE OR CATCH BASIN         |                             |                             |
0050 202.203                325.000  SY   |      24.00000        7800.00|                             |
  PAVEMENT BUTT JOINTS                    |                             |                             |
0060 203.20               25560.000  CY   |      20.00000      511200.00|                             |
  COMMON EXCAVATION                       |                             |                             |
0070 203.21                4000.000  CY   |      55.00000      220000.00|                             |
  ROCK EXCAVATION                         |                             |                             |
0080 206.061                 25.000  CY   |      30.00000         750.00|                             |
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                             |                             |
  AND MINOR STRUCTURES, BELOW GRADE       |                             |                             |
0090 206.07                  50.000  CY   |     180.00000        9000.00|                             |
  STRUCTURAL ROCK EXCAVATION - DRAINAGE   |                             |                             |
  AND MINOR STRUCTURES                    |                             |                             |
0100 211.20                8425.000  LF   |       5.50000       46337.50|                             |
  INSLOPE EXCAVATION                      |                             |                             |
0110 211.30               17160.000  LF   |       8.00000      137280.00|                             |
  DITCH EXCAVATION                        |                             |                             |
0120 304.10               45715.000  CY   |      26.00000     1188590.00|                             |
  AGGREGATE SUBBASE COURSE - GRAVEL       |                             |                             |
0130 310.23              111200.000  SY   |       9.43000     1048616.00|                             |
  PLANT MIX RECYCLED ASPHALT PAVEMENT - 3 |                             |                             |
  INCH DEPTH                              |                             |                             |
0140 403.209                780.000  T    |     107.02000       83475.60|                             |
  HOT MIX ASPHALT 9.5 MM HMA (SIDEWALKS,  |                             |                             |
  DRIVES, INCIDENTALS)                    |                             |                             |
0150 403.210               8200.000  T    |      61.81000      506842.00|                             |
  HOT MIX ASPHALT 9.5 MM HMA              |                             |                             |
0160 403.213              11250.000  T    |      61.74000      694575.00|                             |
  HOT MIX ASPHALT 12.5 MM HMA  BASE       |                             |                             |
0170 409.15                5765.000  G    |       5.07000       29228.55|                             |
  BITUMINOUS TACK COAT APPLIED            |                             |                             |
0180 411.10                 200.000  CY   |      44.00000        8800.00|                             |
  UNTREATED AGGREGATE SURFACE COURSE      |                             |                             |
  (TRUCK MEASURE)                         |                             |                             |
     LETTING DATE : 08/09/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 08/09/06
                                                                                                                   PAGE : 7
     COUNTIE(S): OXFORD                                 TABULATION OF BIDS
                                            CONTRACT ID : 011220.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000403              |(       )                    |(      )
                                          |PRATT & SONS, INC.           |                             |
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0190 526.301                160.000  LS   |    4000.00000        4000.00|                             |
  TEMPORARY CONCRETE BARRIER TYPE I       |                             |                             |
0200 534.71                   1.000  LS   |  300000.00000      300000.00|                             |
  PRECAST CONCRETE BOX CULVERT            |                             |                             |
0210 603.16                2280.000  LF   |      39.00000       88920.00|                             |
  15 INCH CULVERT PIPE OPTION I           |                             |                             |
0220 603.169                 60.000  LF   |     135.00000        8100.00|                             |
  15 INCH CULVERT PIPE OPTION III         |                             |                             |
0230 603.17                 656.000  LF   |      50.00000       32800.00|                             |
  18 INCH CULVERT PIPE OPTION I           |                             |                             |
0240 603.179               1614.000  LF   |      70.00000      112980.00|                             |
  18 INCH CULVERT PIPE OPTION III         |                             |                             |
0250 603.19                  48.000  LF   |      68.00000        3264.00|                             |
  24 INCH CULVERT PIPE OPTION I           |                             |                             |
0260 603.199                444.000  LF   |      80.00000       35520.00|                             |
  24 INCH CULVERT PIPE OPTION III         |                             |                             |
0270 603.20                  40.000  LF   |      80.00000        3200.00|                             |
  30 INCH CULVERT PIPE OPTION I           |                             |                             |
0280 603.205                296.000  LF   |     110.00000       32560.00|                             |
  30 INCH REINFORCED CONCRETE PIPE CLASS  |                             |                             |
  III                                     |                             |                             |
0290 603.209                 10.000  LF   |     250.00000        2500.00|                             |
  30 INCH CULVERT PIPE OPTION III         |                             |                             |
0300 603.239                 26.000  LF   |     400.00000       10400.00|                             |
  48 INCH CULVERT PIPE OPTION III         |                             |                             |
0310 603.45                 184.000  LF   |     415.00000       76360.00|                             |
  48 INCH REINFORCED CONCRETE PIPE CLASS  |                             |                             |
  IV                                      |                             |                             |
0320 604.092                 11.000  EA   |    3800.00000       41800.00|                             |
  CATCH BASIN TYPE B1-C                   |                             |                             |
0330 604.18                   1.000  EA   |     650.00000         650.00|                             |
  ADJUSTING MANHOLE OR CATCH BASIN TO     |                             |                             |
  GRADE                                   |                             |                             |
0340 604.182                  1.000  EA   |     200.00000         200.00|                             |
  CLEAN EXISTING CATCH BASIN AND MANHOLE  |                             |                             |
0350 604.245                  2.000  EA   |    2600.00000        5200.00|                             |
  CATCH BASIN TYPE F4-C                   |                             |                             |
0360 605.09                6160.000  LF   |      39.00000      240240.00|                             |
  6 INCH UNDERDRAIN TYPE B                |                             |                             |
0370 605.10                 380.000  LF   |      34.00000       12920.00|                             |
  6 INCH UNDERDRAIN OUTLET                |                             |                             |
     LETTING DATE : 08/09/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 08/09/06
                                                                                                                   PAGE : 8
     COUNTIE(S): OXFORD                                 TABULATION OF BIDS
                                            CONTRACT ID : 011220.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000403              |(       )                    |(      )
                                          |PRATT & SONS, INC.           |                             |
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0380 605.11                 840.000  LF   |      58.00000       48720.00|                             |
  12 INCH UNDERDRAIN TYPE C               |                             |                             |
0390 605.12                 660.000  LF   |      68.00000       44880.00|                             |
  15 INCH UNDERDRAIN TYPE C               |                             |                             |
0400 605.13                 160.000  LF   |      83.00000       13280.00|                             |
  18 INCH UNDERDRAIN TYPE C               |                             |                             |
0410 606.1722                 8.000  EA   |    1200.00000        9600.00|                             |
  BRIDGE TRANSITION - TYPE 2              |                             |                             |
0420 606.23                2500.000  LF   |      19.00000       47500.00|                             |
  GUARDRAIL TYPE 3C - SINGLE RAIL         |                             |                             |
0430 606.231                 25.000  LF   |      19.00000         475.00|                             |
  GUARDRAIL TYPE 3C - 15 FOOT RADIUS AND  |                             |                             |
  LESS                                    |                             |                             |
0440 606.232                 50.000  LF   |      19.00000         950.00|                             |
  GUARDRAIL TYPE 3C - OVER 15 FOOT RADIUS |                             |                             |
0450 606.353                 44.000  EA   |      42.00000        1848.00|                             |
  REFLECTORIZED FLEXIBLE GUARDRAIL MARKER |                             |                             |
0460 606.355                 80.000  EA   |      42.00000        3360.00|                             |
  GUARDRAIL MOWING DELINEATORS            |                             |                             |
0470 606.47                  30.000  EA   |      30.00000         900.00|                             |
  SINGLE WOOD POST                        |                             |                             |
0480 606.51                   3.000  EA   |     500.00000        1500.00|                             |
  MULTIPLE MAILBOX SUPPORT                |                             |                             |
0490 606.79                  13.000  EA   |    1800.00000       23400.00|                             |
  GUARDRAIL 350 FLARED TERMINAL           |                             |                             |
0500 608.26                 100.000  SF   |      70.00000        7000.00|                             |
  CURB RAMP DETECTABLE WARNING FIELD      |                             |                             |
0510 609.237                  4.000  EA   |     355.00000        1420.00|                             |
  TERMINAL CURB TYPE 1 - 7 FOOT           |                             |                             |
0520 609.31                7332.000  LF   |       9.60000       70387.20|                             |
  CURB TYPE 3                             |                             |                             |
0530 609.38                  80.000  LF   |      33.00000        2640.00|                             |
  RESET CURB TYPE 1                       |                             |                             |
0540 610.08                 815.000  CY   |      87.00000       70905.00|                             |
  PLAIN RIPRAP                            |                             |                             |
0550 610.18                 700.000  CY   |      87.00000       60900.00|                             |
  STONE DITCH PROTECTION                  |                             |                             |
0560 613.319              17500.000  SY   |       3.00000       52500.00|                             |
  EROSION CONTROL BLANKET                 |                             |                             |
0570 615.07                 300.000  CY   |      65.00000       19500.00|                             |
  LOAM                                    |                             |                             |
     LETTING DATE : 08/09/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 08/09/06
                                                                                                                   PAGE : 9
     COUNTIE(S): OXFORD                                 TABULATION OF BIDS
                                            CONTRACT ID : 011220.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000403              |(       )                    |(      )
                                          |PRATT & SONS, INC.           |                             |
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0580 618.1301                35.000  UN   |      22.00000         770.00|                             |
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                             |                             |
0590 618.1401               775.000  UN   |      21.50000       16662.50|                             |
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                             |                             |
0600 619.1201               810.000  UN   |      13.00000       10530.00|                             |
  MULCH - PLAN QUANTITY                   |                             |                             |
0610 620.58                5100.000  SY   |       3.00000       15300.00|                             |
  EROSION CONTROL GEOTEXTILE              |                             |                             |
0620 621.126                 12.000  EA   |     220.00000        2640.00|                             |
  SMALL DECIDUOUS TREES (6 FOOT - 8 FOOT) |                             |                             |
  GROUP A                                 |                             |                             |
0630 621.262                 12.000  EA   |     450.00000        5400.00|                             |
  LARGE DECIDUOUS TREES (10 FOOT - 12     |                             |                             |
  FOOT) GROUP B                           |                             |                             |
0640 627.75                 500.000  SF   |       2.70000        1350.00|                             |
  WHITE OR YELLOW PAVEMENT AND CURB       |                             |                             |
  MARKING                                 |                             |                             |
0650 627.76                          LUMP |   35000.00000       35000.00|                             |
  TEMPORARY PVMT. MARK LINE, W OR YELLOW  |                             |                             |
0660 629.05                  45.000  HR   |      60.00000        2700.00|                             |
  HAND LABOR, STRAIGHT TIME               |                             |                             |
0670 631.10                  10.000  HR   |      75.00000         750.00|                             |
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                             |                             |
0680 631.11                  10.000  HR   |      67.00000         670.00|                             |
  AIR TOOL (INCLUDING OPERATOR)           |                             |                             |
0690 631.12                  55.000  HR   |     137.00000        7535.00|                             |
  ALL PURPOSE EXCAVATOR (INCLUDING        |                             |                             |
  OPERATOR)                               |                             |                             |
0700 631.14                  10.000  HR   |     250.00000        2500.00|                             |
  GRADER (INCLUDING OPERATOR)             |                             |                             |
0710 631.172                110.000  HR   |      94.00000       10340.00|                             |
  TRUCK - LARGE (INCLUDING OPERATOR)      |                             |                             |
0720 631.18                  10.000  HR   |      60.00000         600.00|                             |
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                             |                             |
0730 631.32                  10.000  HR   |     180.00000        1800.00|                             |
  CULVERT CLEANER (INCLUDING OPERATOR)    |                             |                             |
0740 639.18                   1.000  EA   |   20000.00000       20000.00|                             |
  FIELD OFFICE TYPE A                     |                             |                             |
0750 643.72                          LUMP |   12500.00000       12500.00|                             |
  TEMPORARY TRAFFIC SIGNAL                |                             |                             |
0760 652.33                 100.000  EA   |      70.00000        7000.00|                             |
  DRUM                                    |                             |                             |
     LETTING DATE : 08/09/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 08/09/06
                                                                                                                   PAGE : 10
     COUNTIE(S): OXFORD                                 TABULATION OF BIDS
                                            CONTRACT ID : 011220.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000403              |(       )                    |(      )
                                          |PRATT & SONS, INC.           |                             |
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0770 652.34                 175.000  EA   |      19.00000        3325.00|                             |
  CONE                                    |                             |                             |
0780 652.35                1150.500  SF   |      13.00000       14956.50|                             |
  CONSTRUCTION SIGNS                      |                             |                             |
0790 652.36                 290.000  CD   |     125.00000       36250.00|                             |
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                             |                             |
0800 652.38               12500.000  HR   |      20.00000      250000.00|                             |
  FLAGGER                                 |                             |                             |
0810 656.75                          LUMP |   25000.00000       25000.00|                             |
  TEMPORARY SOIL EROSION AND WATER        |                             |                             |
  POLLUTION CONTROL                       |                             |                             |
0820 658.20                 100.000  SY   |      19.00000        1900.00|                             |
  ACRYLIC LATEX COLOR FINISH, GREEN       |                             |                             |
0830 659.10                          LUMP |  676900.00000      676900.00|                             |
  MOBILIZATION                            |                             |                             |
0840 660.21                2000.000  HR   |       3.00000        6000.00|                             |
  ON-THE-JOB TRAINING (BID)               |                             |                             |
     SECTION TOTALS                       |           $     7,173,870.85|           $                 |           $
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
     CONTRACT TOTALS                      |           $     7,173,870.85|           $             0.00|           $
====================================================================================================================================