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     LETTING DATE : 03/22/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 03/22/06
                                                                                                                   PAGE : 1
     COUNTIE(S): ANDROSCOGGIN                           TABULATION OF BIDS
                                            CONTRACT ID : 010190.00                                     COMPLETION DATE : 11/15/06
                                                           =========
   PROJECT(S):  STP-A019(000)X          LOCATION(S): LISBON, BRIDGE CULVERT REPLACEMENTNE STATE DEPARTMENT OF TRANSPORTATION
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  LISBON, BRIDGE CULVERT REPLACEMENT                                            NOTARY PUBLIC
  -------------------------------------------------------------------------------------------------------------------------------
                                                                                                         TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                               BID           LOW BID
  -------------------------------------------------------------------------------------------------------------------------------
   1   000063         WYMAN & SIMPSON, INC.                                                      $       249,100.00  100.0000%
   2   000855         BRIDGECORP                                                                 $       274,002.30  109.9969%
   3   001177         ATLANTIC MECHANICAL, INC.                                                  $       279,232.00  112.0963%
   4   000416         T BUCK CONSTRUCTION, INC.                                                  $       299,999.00  120.4332%
   5   000403         PRATT & SONS, INC.                                                         $       302,846.10  121.5761%
   6   001954         TECHNICAL CONSTRUCTION, INC.                                               $       303,387.20  121.7933%
   7   001449         ST. LAURENT & SON, INC.                                                    $       319,885.30  128.4164%
   8   000763         GENDRON & GENDRON, INC.                                                    $       327,745.00  131.5717%
   9   000164         C P M CONSTRUCTORS                                                         $       363,713.66  146.0111%
====================================================================================================================================
                                          |(   1  ) 000063              |(   2  ) 000855              |(   3  ) 001177
                                          |WYMAN & SIMPSON, INC.        |BRIDGECORP                   |ATLANTIC MECHANICAL, INC.
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001   CATEGORY NUMBER 0001
                                          |                             |                             |
0010 203.20                 930.000  M3   |       9.00000        8370.00|      15.86000       14749.80|      29.00000       26970.00
  COMMON EXCAVATION                       |                             |                             |
0020 203.24                  10.000  M3   |      20.00000         200.00|      25.93000         259.30|      21.00000         210.00
  COMMON BORROW                           |                             |                             |
0030 203.25                 400.000  M3   |      22.50000        9000.00|      28.82000       11528.00|      22.00000        8800.00
  GRANULAR BORROW                         |                             |                             |
0040 206.061                 50.000  M3   |      23.00000        1150.00|     134.60000        6730.00|      35.00000        1750.00
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                             |                             |
  AND MINOR STRUCTURES, BELOW GRADE       |                             |                             |
0050 304.10                 800.000  M3   |      24.50000       19600.00|      31.60000       25280.00|      24.00000       19200.00
  AGGREGATE SUBBASE COURSE - GRAVEL       |                             |                             |
0060 403.208                 95.000  MG   |      95.00000        9025.00|     101.80000        9671.00|     118.00000       11210.00
  HOT MIX ASPHALT 12.5 MM, SURFACE        |                             |                             |
0070 403.209                 40.000  MG   |     132.00000        5280.00|     110.19000        4407.60|     168.00000        6720.00
  HOT MIX ASPHALT 9.5 MM (SIDEWALKS,      |                             |                             |
  DRIVES, INCIDENTALS)                    |                             |                             |
0080 403.213                105.000  MG   |      92.00000        9660.00|      97.16000       10201.80|     115.00000       12075.00
  HOT MIX ASPHALT 12.5 MM, BASE           |                             |                             |
     LETTING DATE : 03/22/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 03/22/06
                                                                                                                   PAGE : 2
     COUNTIE(S): ANDROSCOGGIN                           TABULATION OF BIDS
                                            CONTRACT ID : 010190.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000063              |(   2   ) 000855             |(   3  ) 001177
                                          |WYMAN & SIMPSON, INC.        |BRIDGECORP                   |ATLANTIC MECHANICAL, INC.
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0090 409.15                  90.000  L    |       6.00000         540.00|       5.75000         517.50|       4.00000         360.00
  BITUMINOUS TACK COAT APPLIED            |                             |                             |
0100 509.12               17000.000  LS   |   97500.00000       97500.00|   76939.91000       76939.91|   58555.00000       58555.00
  STEEL STRUCTURAL PLATE PIPE ARCH:       |                             |                             |
0110 511.07                          LUMP |    3000.00000        3000.00|    6163.79000        6163.79|    4000.00000        4000.00
  COFFERDAM: DOWNSTREAM                   |                             |                             |
0120 511.07                          LUMP |    1000.00000        1000.00|    6163.79000        6163.79|    4000.00000        4000.00
  COFFERDAM: UPSTREAM                     |                             |                             |
0130 603.159                 15.000  M    |      59.00000         885.00|      72.03000        1080.45|      97.00000        1455.00
  300 MM CULVERT PIPE OPTION III          |                             |                             |
0140 603.179                  5.000  M    |     110.00000         550.00|     162.18000         810.90|     207.00000        1035.00
  450 MM CULVERT PIPE OPTION III          |                             |                             |
0150 604.245                  1.000  EA   |    1260.00000        1260.00|    1385.77000        1385.77|    2700.00000        2700.00
  CATCH BASIN TYPE F4-C                   |                             |                             |
0160 606.23                 160.000  M    |      50.00000        8000.00|      55.82000        8931.20|      55.70000        8912.00
  GUARDRAIL TYPE 3C - SINGLE RAIL         |                             |                             |
0170 606.232                  7.600  M    |      50.00000         380.00|      56.34000         428.18|      55.00000         418.00
  GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS   |                             |                             |
0180 606.265                  1.000  EA   |      58.00000          58.00|      60.13000          60.13|      60.00000          60.00
  TERMINAL END - SINGLE RAIL - GALVANIZED |                             |                             |
  STEEL                                   |                             |                             |
0190 606.353                  8.000  EA   |      34.00000         272.00|      36.08000         288.64|      36.00000         288.00
  REFLECTORIZED FLEXIBLE GUARDRAIL MARKER |                             |                             |
0200 606.79                   3.000  EA   |    1850.00000        5550.00|    2022.05000        6066.15|    2015.00000        6045.00
  GUARDRAIL 350 FLARED TERMINAL           |                             |                             |
0210 609.31                 130.000  M    |      16.00000        2080.00|      27.61000        3589.30|      24.00000        3120.00
  CURB TYPE 3                             |                             |                             |
0220 610.08                 360.000  M3   |      66.00000       23760.00|      60.52000       21787.20|      45.00000       16200.00
  PLAIN RIPRAP                            |                             |                             |
0230 615.0701                50.000  M3   |      39.00000        1950.00|      75.92000        3796.00|      28.30000        1415.00
  LOAM - PLAN QUANTITY                    |                             |                             |
0240 618.1401                10.000  UN   |      49.00000         490.00|      54.11000         541.10|      85.00000         850.00
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                             |                             |
0250 619.1201                10.000  UN   |      21.50000         215.00|      24.05000         240.50|      60.00000         600.00
  MULCH - PLAN QUANTITY                   |                             |                             |
0260 620.54                 250.000  M2   |       2.30000         575.00|       1.93000         482.50|      14.00000        3500.00
  STABILIZATION GEOTEXTILE                |                             |                             |
0270 620.58                 380.000  M2   |       2.00000         760.00|       1.18000         448.40|       7.00000        2660.00
  EROSION CONTROL GEOTEXTILE              |                             |                             |
0280 620.65                 160.000  M2   |       7.75000        1240.00|       8.77000        1403.20|      25.15000        4024.00
  REINFORCEMENT GEOGRID                   |                             |                             |
     LETTING DATE : 03/22/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 03/22/06
                                                                                                                   PAGE : 3
     COUNTIE(S): ANDROSCOGGIN                           TABULATION OF BIDS
                                            CONTRACT ID : 010190.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000063              |(   2   ) 000855             |(   3  ) 001177
                                          |WYMAN & SIMPSON, INC.        |BRIDGECORP                   |ATLANTIC MECHANICAL, INC.
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0290 627.711                500.000  M    |       2.20000        1100.00|       2.21000        1105.00|       2.50000        1250.00
  WHITE OR YELLOW PAINTED PAVEMENT        |                             |                             |
  MARKING LINE (PLAN QUANTITY )           |                             |                             |
0300 629.05                  20.000  HR   |      25.00000         500.00|      54.11000        1082.20|      30.00000         600.00
  HAND LABOR, STRAIGHT TIME               |                             |                             |
0310 631.12                  10.000  HR   |      90.00000         900.00|     162.34000        1623.40|     100.00000        1000.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                             |                             |
  OPERATOR)                               |                             |                             |
0320 631.14                  10.000  HR   |      80.00000         800.00|     162.34000        1623.40|     125.00000        1250.00
  GRADER (INCLUDING OPERATOR)             |                             |                             |
0330 631.172                 20.000  HR   |      45.00000         900.00|      78.16000        1563.20|      50.00000        1000.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                             |                             |
0340 639.19                   1.000  EA   |    2500.00000        2500.00|    2585.38000        2585.38|    4500.00000        4500.00
  FIELD OFFICE TYPE B                     |                             |                             |
0350 652.38                  50.000  HR   |      21.00000        1050.00|      14.56000         728.00|      20.00000        1000.00
  FLAGGER                                 |                             |                             |
0360 652.39                          LUMP |    2000.00000        2000.00|    8152.23000        8152.23|    6500.00000        6500.00
  WORK ZONE TRAFFIC CONTROL               |                             |                             |
0370 656.75                          LUMP |    2000.00000        2000.00|    2960.80000        2960.80|    5000.00000        5000.00
  TEMPORARY SOIL EROSION AND WATER        |                             |                             |
  POLLUTION CONTROL                       |                             |                             |
0380 659.10                          LUMP |   25000.00000       25000.00|   28626.58000       28626.58|   50000.00000       50000.00
  MOBILIZATION                            |                             |                             |
     SECTION TOTALS                       |           $       249,100.00|           $       274,002.30|           $       279,232.00
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
     CONTRACT TOTALS                      |           $       249,100.00|           $       274,002.30|           $       279,232.00
====================================================================================================================================
     LETTING DATE : 03/22/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 03/22/06
                                                                                                                   PAGE : 4
     COUNTIE(S): ANDROSCOGGIN                           TABULATION OF BIDS
                                            CONTRACT ID : 010190.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000416              |(   5   ) 000403             |(   6  ) 001954
                                          |T BUCK CONSTRUCTION, INC.    |PRATT & SONS, INC.           |TECHNICAL CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001   CATEGORY NUMBER 0001
                                          |                             |                             |
0010 203.20                 930.000  M3   |      11.00000       10230.00|      20.00000       18600.00|      17.00000       15810.00
  COMMON EXCAVATION                       |                             |                             |
0020 203.24                  10.000  M3   |      30.00000         300.00|      23.00000         230.00|       8.00000          80.00
  COMMON BORROW                           |                             |                             |
0030 203.25                 400.000  M3   |      25.00000       10000.00|      64.00000       25600.00|      32.00000       12800.00
  GRANULAR BORROW                         |                             |                             |
0040 206.061                 50.000  M3   |      40.00000        2000.00|      30.00000        1500.00|      35.00000        1750.00
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                             |                             |
  AND MINOR STRUCTURES, BELOW GRADE       |                             |                             |
0050 304.10                 800.000  M3   |      24.00000       19200.00|      39.00000       31200.00|      29.00000       23200.00
  AGGREGATE SUBBASE COURSE - GRAVEL       |                             |                             |
0060 403.208                 95.000  MG   |     102.00000        9690.00|     102.00000        9690.00|     110.00000       10450.00
  HOT MIX ASPHALT 12.5 MM, SURFACE        |                             |                             |
0070 403.209                 40.000  MG   |     150.00000        6000.00|     150.00000        6000.00|     120.00000        4800.00
  HOT MIX ASPHALT 9.5 MM (SIDEWALKS,      |                             |                             |
  DRIVES, INCIDENTALS)                    |                             |                             |
0080 403.213                105.000  MG   |     105.00000       11025.00|     105.00000       11025.00|     100.00000       10500.00
  HOT MIX ASPHALT 12.5 MM, BASE           |                             |                             |
0090 409.15                  90.000  L    |       8.75000         787.50|       8.75000         787.50|       5.80000         522.00
  BITUMINOUS TACK COAT APPLIED            |                             |                             |
0100 509.12               17000.000  LS   |  131600.00000      131600.00|   77000.00000       77000.00|   90000.00000       90000.00
  STEEL STRUCTURAL PLATE PIPE ARCH:       |                             |                             |
0110 511.07                          LUMP |    4325.00000        4325.00|    4500.00000        4500.00|    7000.00000        7000.00
  COFFERDAM: DOWNSTREAM                   |                             |                             |
0120 511.07                          LUMP |    8560.00000        8560.00|    4500.00000        4500.00|   12000.00000       12000.00
  COFFERDAM: UPSTREAM                     |                             |                             |
0130 603.159                 15.000  M    |     120.00000        1800.00|     135.00000        2025.00|     100.00000        1500.00
  300 MM CULVERT PIPE OPTION III          |                             |                             |
0140 603.179                  5.000  M    |     195.00000         975.00|     245.00000        1225.00|     140.00000         700.00
  450 MM CULVERT PIPE OPTION III          |                             |                             |
0150 604.245                  1.000  EA   |    1950.00000        1950.00|    2100.00000        2100.00|    1500.00000        1500.00
  CATCH BASIN TYPE F4-C                   |                             |                             |
0160 606.23                 160.000  M    |      46.50000        7440.00|      56.00000        8960.00|      47.00000        7520.00
  GUARDRAIL TYPE 3C - SINGLE RAIL         |                             |                             |
0170 606.232                  7.600  M    |      47.00000         357.20|      56.00000         425.60|      47.00000         357.20
  GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS   |                             |                             |
0180 606.265                  1.000  EA   |      50.00000          50.00|      60.00000          60.00|      38.00000          38.00
  TERMINAL END - SINGLE RAIL - GALVANIZED |                             |                             |
  STEEL                                   |                             |                             |
     LETTING DATE : 03/22/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 03/22/06
                                                                                                                   PAGE : 5
     COUNTIE(S): ANDROSCOGGIN                           TABULATION OF BIDS
                                            CONTRACT ID : 010190.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000416              |(   5   ) 000403             |(   6  ) 001954
                                          |T BUCK CONSTRUCTION, INC.    |PRATT & SONS, INC.           |TECHNICAL CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0190 606.353                  8.000  EA   |      30.00000         240.00|      36.00000         288.00|      30.00000         240.00
  REFLECTORIZED FLEXIBLE GUARDRAIL MARKER |                             |                             |
0200 606.79                   3.000  EA   |    1685.00000        5055.00|    2500.00000        7500.00|    1700.00000        5100.00
  GUARDRAIL 350 FLARED TERMINAL           |                             |                             |
0210 609.31                 130.000  M    |      19.70000        2561.00|      32.00000        4160.00|      51.00000        6630.00
  CURB TYPE 3                             |                             |                             |
0220 610.08                 360.000  M3   |      42.50000       15300.00|      75.00000       27000.00|      66.00000       23760.00
  PLAIN RIPRAP                            |                             |                             |
0230 615.0701                50.000  M3   |      55.00000        2750.00|      61.00000        3050.00|      40.00000        2000.00
  LOAM - PLAN QUANTITY                    |                             |                             |
0240 618.1401                10.000  UN   |      45.00000         450.00|      81.00000         810.00|      46.00000         460.00
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                             |                             |
0250 619.1201                10.000  UN   |      20.00000         200.00|      58.00000         580.00|      20.00000         200.00
  MULCH - PLAN QUANTITY                   |                             |                             |
0260 620.54                 250.000  M2   |       3.00000         750.00|       5.00000        1250.00|       9.00000        2250.00
  STABILIZATION GEOTEXTILE                |                             |                             |
0270 620.58                 380.000  M2   |       2.50000         950.00|       5.00000        1900.00|       3.70000        1406.00
  EROSION CONTROL GEOTEXTILE              |                             |                             |
0280 620.65                 160.000  M2   |       8.50000        1360.00|      10.00000        1600.00|       5.40000         864.00
  REINFORCEMENT GEOGRID                   |                             |                             |
0290 627.711                500.000  M    |       2.05000        1025.00|       2.50000        1250.00|       2.10000        1050.00
  WHITE OR YELLOW PAINTED PAVEMENT        |                             |                             |
  MARKING LINE (PLAN QUANTITY )           |                             |                             |
0300 629.05                  20.000  HR   |      35.00000         700.00|      59.00000        1180.00|      35.00000         700.00
  HAND LABOR, STRAIGHT TIME               |                             |                             |
0310 631.12                  10.000  HR   |     125.00000        1250.00|     140.00000        1400.00|     120.00000        1200.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                             |                             |
  OPERATOR)                               |                             |                             |
0320 631.14                  10.000  HR   |     175.00000        1750.00|     226.00000        2260.00|     180.00000        1800.00
  GRADER (INCLUDING OPERATOR)             |                             |                             |
0330 631.172                 20.000  HR   |      65.00000        1300.00|      82.00000        1640.00|      55.00000        1100.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                             |                             |
0340 639.19                   1.000  EA   |    5000.00000        5000.00|    9600.00000        9600.00|    3500.00000        3500.00
  FIELD OFFICE TYPE B                     |                             |                             |
0350 652.38                  50.000  HR   |      20.00000        1000.00|      19.00000         950.00|      22.00000        1100.00
  FLAGGER                                 |                             |                             |
0360 652.39                          LUMP |    8500.00000        8500.00|    5000.00000        5000.00|   15000.00000       15000.00
  WORK ZONE TRAFFIC CONTROL               |                             |                             |
0370 656.75                          LUMP |    4750.00000        4750.00|    3000.00000        3000.00|    4500.00000        4500.00
  TEMPORARY SOIL EROSION AND WATER        |                             |                             |
  POLLUTION CONTROL                       |                             |                             |
     LETTING DATE : 03/22/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 03/22/06
                                                                                                                   PAGE : 6
     COUNTIE(S): ANDROSCOGGIN                           TABULATION OF BIDS
                                            CONTRACT ID : 010190.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000416              |(   5   ) 000403             |(   6  ) 001954
                                          |T BUCK CONSTRUCTION, INC.    |PRATT & SONS, INC.           |TECHNICAL CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0380 659.10                          LUMP |   18818.30000       18818.30|   23000.00000       23000.00|   30000.00000       30000.00
  MOBILIZATION                            |                             |                             |
     SECTION TOTALS                       |           $       299,999.00|           $       302,846.10|           $       303,387.20
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
     CONTRACT TOTALS                      |           $       299,999.00|           $       302,846.10|           $       303,387.20
====================================================================================================================================
     LETTING DATE : 03/22/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 03/22/06
                                                                                                                   PAGE : 7
     COUNTIE(S): ANDROSCOGGIN                           TABULATION OF BIDS
                                            CONTRACT ID : 010190.00
                                                           =========
====================================================================================================================================
                                          |(   7  ) 001449              |(   8   ) 000763             |(   9  ) 000164
                                          |ST. LAURENT & SON, INC.      |GENDRON & GENDRON, INC.      |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001   CATEGORY NUMBER 0001
                                          |                             |                             |
0010 203.20                 930.000  M3   |      18.00000       16740.00|      12.00000       11160.00|      15.00000       13950.00
  COMMON EXCAVATION                       |                             |                             |
0020 203.24                  10.000  M3   |      25.00000         250.00|      18.00000         180.00|      40.00000         400.00
  COMMON BORROW                           |                             |                             |
0030 203.25                 400.000  M3   |      20.00000        8000.00|      20.00000        8000.00|      25.00000       10000.00
  GRANULAR BORROW                         |                             |                             |
0040 206.061                 50.000  M3   |      25.00000        1250.00|      32.50000        1625.00|     130.00000        6500.00
  STRUCTURAL EARTH EXCAVATION - DRAINAGE  |                             |                             |
  AND MINOR STRUCTURES, BELOW GRADE       |                             |                             |
0050 304.10                 800.000  M3   |      25.00000       20000.00|      21.00000       16800.00|      32.00000       25600.00
  AGGREGATE SUBBASE COURSE - GRAVEL       |                             |                             |
0060 403.208                 95.000  MG   |     110.00000       10450.00|     101.80000        9671.00|     101.80000        9671.00
  HOT MIX ASPHALT 12.5 MM, SURFACE        |                             |                             |
0070 403.209                 40.000  MG   |     120.00000        4800.00|     110.19000        4407.60|     110.19000        4407.60
  HOT MIX ASPHALT 9.5 MM (SIDEWALKS,      |                             |                             |
  DRIVES, INCIDENTALS)                    |                             |                             |
0080 403.213                105.000  MG   |     105.00000       11025.00|      97.16000       10201.80|      97.16000       10201.80
  HOT MIX ASPHALT 12.5 MM, BASE           |                             |                             |
0090 409.15                  90.000  L    |       6.75000         607.50|       5.75000         517.50|       5.75000         517.50
  BITUMINOUS TACK COAT APPLIED            |                             |                             |
0100 509.12               17000.000  LS   |   95000.00000       95000.00|  126168.00000      126168.00|  145000.00000      145000.00
  STEEL STRUCTURAL PLATE PIPE ARCH:       |                             |                             |
0110 511.07                          LUMP |   15500.00000       15500.00|   14746.00000       14746.00|   12000.00000       12000.00
  COFFERDAM: DOWNSTREAM                   |                             |                             |
0120 511.07                          LUMP |   15500.00000       15500.00|   23746.00000       23746.00|   12000.00000       12000.00
  COFFERDAM: UPSTREAM                     |                             |                             |
0130 603.159                 15.000  M    |     280.00000        4200.00|     150.00000        2250.00|     300.00000        4500.00
  300 MM CULVERT PIPE OPTION III          |                             |                             |
0140 603.179                  5.000  M    |     290.00000        1450.00|     160.00000         800.00|     350.00000        1750.00
  450 MM CULVERT PIPE OPTION III          |                             |                             |
0150 604.245                  1.000  EA   |    3500.00000        3500.00|    1200.00000        1200.00|    2500.00000        2500.00
  CATCH BASIN TYPE F4-C                   |                             |                             |
0160 606.23                 160.000  M    |      60.00000        9600.00|      50.00000        8000.00|      46.42000        7427.20
  GUARDRAIL TYPE 3C - SINGLE RAIL         |                             |                             |
0170 606.232                  7.600  M    |      63.00000         478.80|      51.00000         387.60|      46.85000         356.06
  GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS   |                             |                             |
0180 606.265                  1.000  EA   |      32.00000          32.00|      60.00000          60.00|      50.00000          50.00
  TERMINAL END - SINGLE RAIL - GALVANIZED |                             |                             |
  STEEL                                   |                             |                             |
     LETTING DATE : 03/22/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 03/22/06
                                                                                                                   PAGE : 8
     COUNTIE(S): ANDROSCOGGIN                           TABULATION OF BIDS
                                            CONTRACT ID : 010190.00
                                                           =========
====================================================================================================================================
                                          |(   7  ) 001449              |(   8   ) 000763             |(   9  ) 000164
                                          |ST. LAURENT & SON, INC.      |GENDRON & GENDRON, INC.      |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0190 606.353                  8.000  EA   |      44.00000         352.00|      30.00000         240.00|      30.00000         240.00
  REFLECTORIZED FLEXIBLE GUARDRAIL MARKER |                             |                             |
0200 606.79                   3.000  EA   |    3200.00000        9600.00|    2000.00000        6000.00|    1681.00000        5043.00
  GUARDRAIL 350 FLARED TERMINAL           |                             |                             |
0210 609.31                 130.000  M    |      22.00000        2860.00|      19.15000        2489.50|      19.15000        2489.50
  CURB TYPE 3                             |                             |                             |
0220 610.08                 360.000  M3   |      60.00000       21600.00|      50.00000       18000.00|      60.00000       21600.00
  PLAIN RIPRAP                            |                             |                             |
0230 615.0701                50.000  M3   |      50.00000        2500.00|      40.00000        2000.00|      60.00000        3000.00
  LOAM - PLAN QUANTITY                    |                             |                             |
0240 618.1401                10.000  UN   |      90.00000         900.00|      60.00000         600.00|      45.00000         450.00
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                             |                             |
0250 619.1201                10.000  UN   |      80.00000         800.00|      60.00000         600.00|      20.00000         200.00
  MULCH - PLAN QUANTITY                   |                             |                             |
0260 620.54                 250.000  M2   |      10.00000        2500.00|       3.00000         750.00|       3.00000         750.00
  STABILIZATION GEOTEXTILE                |                             |                             |
0270 620.58                 380.000  M2   |      10.00000        3800.00|       3.00000        1140.00|       2.00000         760.00
  EROSION CONTROL GEOTEXTILE              |                             |                             |
0280 620.65                 160.000  M2   |      20.00000        3200.00|       8.00000        1280.00|      10.00000        1600.00
  REINFORCEMENT GEOGRID                   |                             |                             |
0290 627.711                500.000  M    |       2.00000        1000.00|       2.05000        1025.00|       2.05000        1025.00
  WHITE OR YELLOW PAINTED PAVEMENT        |                             |                             |
  MARKING LINE (PLAN QUANTITY )           |                             |                             |
0300 629.05                  20.000  HR   |      55.00000        1100.00|      30.00000         600.00|      35.00000         700.00
  HAND LABOR, STRAIGHT TIME               |                             |                             |
0310 631.12                  10.000  HR   |     110.00000        1100.00|     125.00000        1250.00|     100.00000        1000.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                             |                             |
  OPERATOR)                               |                             |                             |
0320 631.14                  10.000  HR   |     120.00000        1200.00|     125.00000        1250.00|     125.00000        1250.00
  GRADER (INCLUDING OPERATOR)             |                             |                             |
0330 631.172                 20.000  HR   |      75.00000        1500.00|      55.00000        1100.00|      55.00000        1100.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                             |                             |
0340 639.19                   1.000  EA   |    5000.00000        5000.00|    3500.00000        3500.00|    4000.00000        4000.00
  FIELD OFFICE TYPE B                     |                             |                             |
0350 652.38                  50.000  HR   |      35.00000        1750.00|      18.00000         900.00|      13.50000         675.00
  FLAGGER                                 |                             |                             |
0360 652.39                          LUMP |   13740.00000       13740.00|    5000.00000        5000.00|    8000.00000        8000.00
  WORK ZONE TRAFFIC CONTROL               |                             |                             |
0370 656.75                          LUMP |   12500.00000       12500.00|    8500.00000        8500.00|    8000.00000        8000.00
  TEMPORARY SOIL EROSION AND WATER        |                             |                             |
  POLLUTION CONTROL                       |                             |                             |
     LETTING DATE : 03/22/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 03/22/06
                                                                                                                   PAGE : 9
     COUNTIE(S): ANDROSCOGGIN                           TABULATION OF BIDS
                                            CONTRACT ID : 010190.00
                                                           =========
====================================================================================================================================
                                          |(   7  ) 001449              |(   8   ) 000763             |(   9  ) 000164
                                          |ST. LAURENT & SON, INC.      |GENDRON & GENDRON, INC.      |C P M CONSTRUCTORS
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0380 659.10                          LUMP |   14500.00000       14500.00|   31600.00000       31600.00|   35000.00000       35000.00
  MOBILIZATION                            |                             |                             |
     SECTION TOTALS                       |           $       319,885.30|           $       327,745.00|           $       363,713.66
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
     CONTRACT TOTALS                      |           $       319,885.30|           $       327,745.00|           $       363,713.66
====================================================================================================================================