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     LETTING DATE : 11/22/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 11/27/06
                                                                                                                   PAGE : 1
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 011179.00                                     COMPLETION DATE : 06/15/07
                                                           =========
   PROJECT(S):  STP-1117(900)X          LOCATION(S): BRUNSWICK, HIGHWAY IMPROVEMENTSMAINE STATE DEPARTMENT OF TRANSPORTATION
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  BRUNSWICK, HIGHWAY IMPROVEMENTS.                                              NOTARY PUBLIC
  -------------------------------------------------------------------------------------------------------------------------------
                                                                                                         TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                               BID           LOW BID
  -------------------------------------------------------------------------------------------------------------------------------
   1   000403         PRATT & SONS, INC.                                                         $       216,604.75  100.0000%
   2   000094         HARRY C CROOKER & SONS, INC.                                               $       225,054.50  103.9010%
   3   000059         PIKE INDUSTRIES, INC.                                                      $       228,083.20  105.2993%
   4   000164         C P M CONSTRUCTORS                                                         $       245,795.25  113.4764%
   5   002188         LANE DEVELOPMENT, LLC                                                      $       313,945.00  144.9391%
   6   000763         GENDRON & GENDRON, INC.                                                    $       332,166.80  153.3516%
====================================================================================================================================
                                          |(   1  ) 000403              |(   2  ) 000094              |(   3  ) 000059
                                          |PRATT & SONS, INC.           |HARRY C CROOKER & SONS, INC. |PIKE INDUSTRIES, INC.
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001   PROJECT ITEMS
                                          |                             |                             |
0010 202.20                 120.000  SY   |      29.00000        3480.00|      15.00000        1800.00|      23.45000        2814.00
  REMOVING BITUMINOUS CONCRETE PAVEMENT   |                             |                             |
0020 202.203                150.000  SY   |      25.00000        3750.00|      25.00000        3750.00|      18.75000        2812.50
  PAVEMENT BUTT JOINTS                    |                             |                             |
0030 203.20                1760.000  CY   |       5.50000        9680.00|      15.00000       26400.00|      10.00000       17600.00
  COMMON EXCAVATION                       |                             |                             |
0040 304.10                1310.000  CY   |      25.00000       32750.00|      25.00000       32750.00|      30.40000       39824.00
  AGGREGATE SUBBASE COURSE - GRAVEL       |                             |                             |
0050 403.208                220.000  T    |      90.10000       19822.00|     100.00000       22000.00|      90.10000       19822.00
  HOT MIX ASPHALT 12.5 MM HMA SURFACE     |                             |                             |
0060 403.209                 15.000  T    |     105.15000        1577.25|     150.00000        2250.00|     105.15000        1577.25
  HOT MIX ASPHALT 9.5 MM HMA (SIDEWALKS,  |                             |                             |
  DRIVES, INCIDENTALS)                    |                             |                             |
0070 403.213                435.000  T    |      81.30000       35365.50|     100.00000       43500.00|      81.30000       35365.50
  HOT MIX ASPHALT 12.5 MM HMA  BASE       |                             |                             |
0080 409.15                 105.000  G    |      25.00000        2625.00|       5.00000         525.00|      18.55000        1947.75
  BITUMINOUS TACK COAT APPLIED            |                             |                             |
0090 606.353                  4.000  EA   |      43.00000         172.00|      50.00000         200.00|      40.45000         161.80
  REFLECTORIZED FLEXIBLE GUARDRAIL MARKER |                             |                             |
0100 606.55                 190.000  LF   |      25.00000        4750.00|      20.00000        3800.00|      21.00000        3990.00
  GUARDRAIL TYPE 3 - SINGLE RAIL          |                             |                             |
     LETTING DATE : 11/22/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 11/27/06
                                                                                                                   PAGE : 2
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 011179.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000403              |(   2   ) 000094             |(   3  ) 000059
                                          |PRATT & SONS, INC.           |HARRY C CROOKER & SONS, INC. |PIKE INDUSTRIES, INC.
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0110 606.79                   2.000  EA   |    2400.00000        4800.00|    2500.00000        5000.00|    2267.00000        4534.00
  GUARDRAIL 350 FLARED TERMINAL           |                             |                             |
0120 609.11                 195.000  LF   |      40.00000        7800.00|      35.00000        6825.00|      36.15000        7049.25
  VERTICAL CURB TYPE 1                    |                             |                             |
0130 609.444                430.000  LF   |      28.00000       12040.00|      30.00000       12900.00|      31.60000       13588.00
  REMOVE CUT AND INSTALL EXISTING CURB    |                             |                             |
  FOR TERMINAL CURB                       |                             |                             |
0140 610.08                  10.000  CY   |      80.00000         800.00|     100.00000        1000.00|      86.75000         867.50
  PLAIN RIPRAP                            |                             |                             |
0150 613.319                100.000  SY   |       2.50000         250.00|       3.00000         300.00|       1.15000         115.00
  EROSION CONTROL BLANKET                 |                             |                             |
0160 615.07                 140.000  CY   |      60.00000        8400.00|      35.00000        4900.00|      66.75000        9345.00
  LOAM                                    |                             |                             |
0170 618.1301                12.000  UN   |      55.00000         660.00|      50.00000         600.00|      52.00000         624.00
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                             |                             |
0180 619.1201                12.000  UN   |      50.00000         600.00|      20.00000         240.00|      46.20000         554.40
  MULCH - PLAN QUANTITY                   |                             |                             |
0190 627.711               2520.000  LF   |       0.40000        1008.00|       0.35000         882.00|       0.40000        1008.00
  WHITE OR YELLOW PAINTED PAVEMENT        |                             |                             |
  MARKING LINE (PLAN QUANTITY)            |                             |                             |
0200 627.75                 725.000  SF   |       2.00000        1450.00|       1.50000        1087.50|       1.75000        1268.75
  WHITE OR YELLOW PAVEMENT AND CURB       |                             |                             |
  MARKING                                 |                             |                             |
0210 627.77                 175.000  SF   |       3.80000         665.00|       3.00000         525.00|       3.50000         612.50
  REMOVING PAVEMENT MARKINGS              |                             |                             |
0220 645.292                 20.000  SF   |      45.00000         900.00|      30.00000         600.00|      36.90000         738.00
  REGULATORY, WARNING, CONFIRMATION AND   |                             |                             |
  ROUTE MARKER ASSEMBLY SIGNS TYPE II     |                             |                             |
0230 652.33                  60.000  EA   |      80.00000        4800.00|      60.00000        3600.00|      63.50000        3810.00
  DRUM                                    |                             |                             |
0240 652.34                  60.000  EA   |      20.00000        1200.00|      25.00000        1500.00|      18.60000        1116.00
  CONE                                    |                             |                             |
0250 652.35                 140.000  SF   |      14.00000        1960.00|       8.00000        1120.00|      14.00000        1960.00
  CONSTRUCTION SIGNS                      |                             |                             |
0260 652.361                 50.000  LS   |    3000.00000        3000.00|    5000.00000        5000.00|   10500.00000       10500.00
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                             |                             |
0270 652.38                 500.000  HR   |      19.00000        9500.00|      20.00000       10000.00|      17.30000        8650.00
  FLAGGER                                 |                             |                             |
0280 652.381                140.000  HR   |      45.00000        6300.00|      50.00000        7000.00|      46.20000        6468.00
  TRAFFIC OFFICERS                        |                             |                             |
0290 656.75                          LUMP |    3000.00000        3000.00|    5000.00000        5000.00|    1560.00000        1560.00
  TEMPORARY SOIL EROSION AND WATER        |                             |                             |
  POLLUTION CONTROL                       |                             |                             |
     LETTING DATE : 11/22/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 11/27/06
                                                                                                                   PAGE : 3
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 011179.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000403              |(   2   ) 000094             |(   3  ) 000059
                                          |PRATT & SONS, INC.           |HARRY C CROOKER & SONS, INC. |PIKE INDUSTRIES, INC.
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0300 659.10                          LUMP |   33500.00000       33500.00|   20000.00000       20000.00|   27800.00000       27800.00
  MOBILIZATION                            |                             |                             |
     SECTION TOTALS                       |           $       216,604.75|           $       225,054.50|           $       228,083.20
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
     CONTRACT TOTALS                      |           $       216,604.75|           $       225,054.50|           $       228,083.20
====================================================================================================================================
     LETTING DATE : 11/22/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 11/27/06
                                                                                                                   PAGE : 4
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 011179.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000164              |(   5   ) 002188             |(   6  ) 000763
                                          |C P M CONSTRUCTORS           |LANE DEVELOPMENT, LLC        |GENDRON & GENDRON, INC.
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
SECTION 0001   PROJECT ITEMS
                                          |                             |                             |
0010 202.20                 120.000  SY   |      23.45000        2814.00|      25.00000        3000.00|      36.00000        4320.00
  REMOVING BITUMINOUS CONCRETE PAVEMENT   |                             |                             |
0020 202.203                150.000  SY   |      18.75000        2812.50|      24.00000        3600.00|      18.75000        2812.50
  PAVEMENT BUTT JOINTS                    |                             |                             |
0030 203.20                1760.000  CY   |      12.00000       21120.00|      24.00000       42240.00|      32.00000       56320.00
  COMMON EXCAVATION                       |                             |                             |
0040 304.10                1310.000  CY   |      20.00000       26200.00|      30.00000       39300.00|      34.00000       44540.00
  AGGREGATE SUBBASE COURSE - GRAVEL       |                             |                             |
0050 403.208                220.000  T    |      90.10000       19822.00|      95.00000       20900.00|      90.10000       19822.00
  HOT MIX ASPHALT 12.5 MM HMA SURFACE     |                             |                             |
0060 403.209                 15.000  T    |     125.00000        1875.00|     160.00000        2400.00|     105.15000        1577.25
  HOT MIX ASPHALT 9.5 MM HMA (SIDEWALKS,  |                             |                             |
  DRIVES, INCIDENTALS)                    |                             |                             |
0070 403.213                435.000  T    |      81.30000       35365.50|     120.00000       52200.00|      81.30000       35365.50
  HOT MIX ASPHALT 12.5 MM HMA  BASE       |                             |                             |
0080 409.15                 105.000  G    |      18.55000        1947.75|       6.00000         630.00|      18.55000        1947.75
  BITUMINOUS TACK COAT APPLIED            |                             |                             |
0090 606.353                  4.000  EA   |      40.00000         160.00|     100.00000         400.00|      35.00000         140.00
  REFLECTORIZED FLEXIBLE GUARDRAIL MARKER |                             |                             |
0100 606.55                 190.000  LF   |      20.00000        3800.00|      45.00000        8550.00|      18.19000        3456.10
  GUARDRAIL TYPE 3 - SINGLE RAIL          |                             |                             |
0110 606.79                   2.000  EA   |    2500.00000        5000.00|    2500.00000        5000.00|    2500.00000        5000.00
  GUARDRAIL 350 FLARED TERMINAL           |                             |                             |
0120 609.11                 195.000  LF   |      30.00000        5850.00|      45.00000        8775.00|      32.00000        6240.00
  VERTICAL CURB TYPE 1                    |                             |                             |
0130 609.444                430.000  LF   |      18.00000        7740.00|      60.00000       25800.00|      26.00000       11180.00
  REMOVE CUT AND INSTALL EXISTING CURB    |                             |                             |
  FOR TERMINAL CURB                       |                             |                             |
0140 610.08                  10.000  CY   |     113.48000        1134.80|     120.00000        1200.00|     180.00000        1800.00
  PLAIN RIPRAP                            |                             |                             |
0150 613.319                100.000  SY   |       2.00000         200.00|       6.00000         600.00|       6.00000         600.00
  EROSION CONTROL BLANKET                 |                             |                             |
0160 615.07                 140.000  CY   |      75.00000       10500.00|      40.00000        5600.00|      55.00000        7700.00
  LOAM                                    |                             |                             |
0170 618.1301                12.000  UN   |      50.00000         600.00|      50.00000         600.00|      38.00000         456.00
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                             |                             |
0180 619.1201                12.000  UN   |      35.00000         420.00|      15.00000         180.00|      28.00000         336.00
  MULCH - PLAN QUANTITY                   |                             |                             |
0190 627.711               2520.000  LF   |       0.31000         781.20|       1.00000        2520.00|       0.31000         781.20
  WHITE OR YELLOW PAINTED PAVEMENT        |                             |                             |
  MARKING LINE (PLAN QUANTITY)            |                             |                             |
     LETTING DATE : 11/22/06                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 11/27/06
                                                                                                                   PAGE : 5
     COUNTIE(S): CUMBERLAND                             TABULATION OF BIDS
                                            CONTRACT ID : 011179.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000164              |(   5   ) 002188             |(   6  ) 000763
                                          |C P M CONSTRUCTORS           |LANE DEVELOPMENT, LLC        |GENDRON & GENDRON, INC.
LINE NO / ITEM CODE / ALT                 |                             |                             |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE           AMOUNT|  UNIT PRICE           AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
0200 627.75                 725.000  SF   |       1.50000        1087.50|      10.00000        7250.00|       1.50000        1087.50
  WHITE OR YELLOW PAVEMENT AND CURB       |                             |                             |
  MARKING                                 |                             |                             |
0210 627.77                 175.000  SF   |       3.00000         525.00|      12.00000        2100.00|       3.00000         525.00
  REMOVING PAVEMENT MARKINGS              |                             |                             |
0220 645.292                 20.000  SF   |      32.00000         640.00|      40.00000         800.00|      33.00000         660.00
  REGULATORY, WARNING, CONFIRMATION AND   |                             |                             |
  ROUTE MARKER ASSEMBLY SIGNS TYPE II     |                             |                             |
0230 652.33                  60.000  EA   |      60.00000        3600.00|      65.00000        3900.00|      80.00000        4800.00
  DRUM                                    |                             |                             |
0240 652.34                  60.000  EA   |      20.00000        1200.00|      25.00000        1500.00|      60.00000        3600.00
  CONE                                    |                             |                             |
0250 652.35                 140.000  SF   |      40.00000        5600.00|      25.00000        3500.00|      60.00000        8400.00
  CONSTRUCTION SIGNS                      |                             |                             |
0260 652.361                 50.000  LS   |    4000.00000        4000.00|   10000.00000       10000.00|   48000.00000       48000.00
  MAINTENANCE OF TRAFFIC CONTROL DEVICES  |                             |                             |
0270 652.38                 500.000  HR   |      18.00000        9000.00|      20.00000       10000.00|      17.00000        8500.00
  FLAGGER                                 |                             |                             |
0280 652.381                140.000  HR   |      50.00000        7000.00|      60.00000        8400.00|      50.00000        7000.00
  TRAFFIC OFFICERS                        |                             |                             |
0290 656.75                          LUMP |    5000.00000        5000.00|    8000.00000        8000.00|    7200.00000        7200.00
  TEMPORARY SOIL EROSION AND WATER        |                             |                             |
  POLLUTION CONTROL                       |                             |                             |
0300 659.10                          LUMP |   60000.00000       60000.00|   35000.00000       35000.00|   38000.00000       38000.00
  MOBILIZATION                            |                             |                             |
     SECTION TOTALS                       |           $       245,795.25|           $       313,945.00|           $       332,166.80
------------------------------------------+-----------------------------+-----------------------------+-----------------------------
     CONTRACT TOTALS                      |           $       245,795.25|           $       313,945.00|           $       332,166.80
====================================================================================================================================