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     LETTING DATE : 09/08/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 09/08/04
                                                                                                                   PAGE : 1
     COUNTIE(S): PENOBSCOT                              TABULATION OF BIDS
                                            CONTRACT ID : 010204.00                                     COMPLETION DATE : 11/10/05
                                                           =========
   PROJECT(S):  STP-1020(400)X          LOCATION(S): Stetson-Levant                 MAINE STATE DEPARTMENT OF TRANSPORTATION
                                                                                   A TRUE COPY : __________________________
                                                                                         TITLE : __________________________
                                                                                        ATTEST : ____________________________
CONTRACT DESCRIPTION :  STETSON-LEVANT, CHIP                                                          NOTARY PUBLIC
  --------------------------------------------------------------------------------------------------------------------------
                                                                                                   TOTAL         % OVER
  RANK     VENDOR NO./NAME                                                                          BID           LOW BID
  --------------------------------------------------------------------------------------------------------------------------
   1   000022         LANE CONSTRUCTION CORP. (THE)                                          $  2,617,463.44     100.0000%
   2   001195         VAUGHN THIBODEAU & SONS, INC.                                          $  2,723,547.60     104.0529%
   3   000036         H E SARGENT, INC.                                                      $  3,067,350.00     117.1879%
   4   000855         BRIDGECORP                                                             $  3,073,917.05     117.4388%
====================================================================================================================================
                                          |(   1  ) 000022             |(   2  ) 001195             |(   3  ) 000036
                                          |LANE CONSTRUCTION CORP. (TH |VAUGHN THIBODEAU & SONS, IN |H E SARGENT, 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                    1.580  HA  |   17000.00000      26860.00|    5000.00000       7900.00|   20000.00000       31600.00
  CLEARING                                |                            |                            |
0020 201.23                   38.000  EA  |     500.00000      19000.00|     287.00000      10906.00|     500.00000       19000.00
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0030 202.12                    1.800  M3  |     800.00000       1440.00|    1500.00000       2700.00|     750.00000        1350.00
  REMOVING EXISTING STRUCTURAL CONCRETE   |                            |                            |
0040 202.203                 470.000  M2  |      14.00000       6580.00|      14.00000       6580.00|      12.00000        5640.00
  PAVEMENT BUTT JOINTS                    |                            |                            |
0050 203.20                 8070.000  M3  |      16.00000     129120.00|       9.00000      72630.00|      20.00000      161400.00
  COMMON EXCAVATION                       |                            |                            |
0060 203.21                  378.000  M3  |      80.00000      30240.00|     197.80000      74768.40|      60.00000       22680.00
  ROCK EXCAVATION                         |                            |                            |
0070 203.24                 4600.000  M3  |      12.50000      57500.00|      13.08000      60168.00|       8.00000       36800.00
  COMMON BORROW                           |                            |                            |
0080 211.20                  620.000  M   |      13.00000       8060.00|      10.00000       6200.00|      20.00000       12400.00
  INSLOPE EXCAVATION                      |                            |                            |
0090 211.30                 4260.000  M   |      15.50000      66030.00|      10.00000      42600.00|      40.00000      170400.00
  DITCH EXCAVATION                        |                            |                            |
0100 304.104               16190.000  M3  |      20.00000     323800.00|      20.70000     335133.00|      26.00000      420940.00
  AGGREGATE SUBBASE COURSE - GRAVEL (PLAN |                            |                            |
  QUANTITY)                               |                            |                            |
0110 310.23                59600.000  M2  |       7.45000     444020.00|      10.00000     596000.00|       7.45000      444020.00
  PLANT MIX RECYCLED ASPHALT PAVEMENT -   |                            |                            |
  75 MM DEPTH                             |                            |                            |
     LETTING DATE : 09/08/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 09/08/04
                                                                                                                   PAGE : 2
     COUNTIE(S): PENOBSCOT                              TABULATION OF BIDS
                                            CONTRACT ID : 010204.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000022             |(   2   ) 001195            |(   3  ) 000036
                                          |LANE CONSTRUCTION CORP. (TH |VAUGHN THIBODEAU & SONS, IN |H E SARGENT, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0120 403.209                 270.000  MG  |      95.00000      25650.00|     126.50000      34155.00|      95.00000       25650.00
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0130 403.210                5355.000  MG  |      45.80000     245259.00|      53.00000     283815.00|      45.80000      245259.00
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0140 403.213                7150.000  MG  |      44.85000     320677.50|      53.00000     378950.00|      44.85000      320677.50
  HOT MIX ASPHALT 12.5 MM, BASE           |                            |                            |
0150 409.15                10700.000  L   |       1.20000      12840.00|       1.50000      16050.00|       1.20000       12840.00
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0160 411.10                  200.000  M3  |      60.00000      12000.00|      40.00000       8000.00|      23.50000        4700.00
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0170 603.16                  554.000  M   |     120.00000      66480.00|     172.50000      95565.00|     105.00000       58170.00
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0180 603.17                   63.600  M   |     125.00000       7950.00|     218.50000      13896.60|     106.00000        6741.60
  450 MM CULVERT PIPE OPTION I            |                            |                            |
0190 603.179                 332.400  M   |     230.00000      76452.00|     241.50000      80274.60|     117.00000       38890.80
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0200 603.19                   49.800  M   |     140.00000       6972.00|     253.00000      12599.40|     177.00000        8814.60
  600 MM CULVERT PIPE OPTION I            |                            |                            |
0210 603.199                  72.000  M   |     245.00000      17640.00|     253.00000      18216.00|     177.00000       12744.00
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0220 603.209                  14.400  M   |     330.00000       4752.00|     300.00000       4320.00|     220.00000        3168.00
  750 MM CULVERT PIPE OPTION III          |                            |                            |
0230 603.219                  19.200  M   |     350.00000       6720.00|     316.25000       6072.00|     250.00000        4800.00
  900 MM CULVERT PIPE OPTION III          |                            |                            |
0240 603.239                  29.100  M   |     475.00000      13822.50|     375.00000      10912.50|     315.00000        9166.50
  1200 MM CULVERT PIPE OPTION III         |                            |                            |
0250 605.09                  361.000  M   |      75.00000      27075.00|      74.75000      26984.75|      87.00000       31407.00
  150 MM UNDERDRAIN TYPE B                |                            |                            |
0260 605.10                  137.000  M   |      75.00000      10275.00|      74.75000      10240.75|     101.00000       13837.00
  150 MM UNDERDRAIN OUTLET                |                            |                            |
0270 606.23                 2301.000  M   |      35.50000      81685.50|      43.71000     100576.71|      35.50000       81685.50
  GUARDRAIL TYPE 3C - SINGLE RAIL         |                            |                            |
0280 606.232                 167.600  M   |      38.00000       6368.80|      51.00000       8547.60|      38.00000        6368.80
  GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS   |                            |                            |
0290 606.265                  20.000  EA  |      40.00000        800.00|      66.00000       1320.00|      40.00000         800.00
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0300 606.35                   83.000  EA  |      32.00000       2656.00|      34.50000       2863.50|      32.00000        2656.00
  GUARDRAIL DELINEATOR POST               |                            |                            |
     LETTING DATE : 09/08/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 09/08/04
                                                                                                                   PAGE : 3
     COUNTIE(S): PENOBSCOT                              TABULATION OF BIDS
                                            CONTRACT ID : 010204.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000022             |(   2   ) 001195            |(   3  ) 000036
                                          |LANE CONSTRUCTION CORP. (TH |VAUGHN THIBODEAU & SONS, IN |H E SARGENT, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0310 606.47                   30.000  EA  |      30.00000        900.00|      44.27000       1328.10|      30.00000         900.00
  SINGLE WOOD POST                        |                            |                            |
0320 606.51                    5.000  EA  |     375.00000       1875.00|     500.00000       2500.00|     375.00000        1875.00
  MULTIPLE MAILBOX SUPPORT                |                            |                            |
0330 606.79                   16.000  EA  |    1360.00000      21760.00|    3000.00000      48000.00|    1360.00000       21760.00
  GUARDRAIL 350 FLARED TERMINAL           |                            |                            |
0340 609.31                  770.000  M   |      18.00000      13860.00|      18.40000      14168.00|      16.50000       12705.00
  CURB TYPE 3                             |                            |                            |
0350 610.08                  500.000  M3  |      60.00000      30000.00|      77.00000      38500.00|      36.00000       18000.00
  PLAIN RIPRAP                            |                            |                            |
0360 610.16                   95.000  M3  |      65.00000       6175.00|      80.00000       7600.00|      36.00000        3420.00
  HEAVY RIPRAP                            |                            |                            |
0370 610.18                  490.000  M3  |      49.00000      24010.00|      65.00000      31850.00|      36.00000       17640.00
  STONE DITCH PROTECTION                  |                            |                            |
0380 613.319                9800.000  M2  |       2.30000      22540.00|       2.00000      19600.00|       1.50000       14700.00
  EROSION CONTROL BLANKET                 |                            |                            |
0390 615.07                  356.000  M3  |      40.00000      14240.00|      31.05000      11053.80|      32.00000       11392.00
  LOAM                                    |                            |                            |
0400 618.1301                 47.000  UN  |      21.99000       1033.53|      30.47000       1432.09|      24.00000        1128.00
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0410 618.1401                471.000  UN  |      12.49000       5882.79|      20.70000       9749.70|      12.50000        5887.50
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0420 619.1201                518.000  UN  |       6.49000       3361.82|       8.05000       4169.90|       6.00000        3108.00
  MULCH - PLAN QUANTITY                   |                            |                            |
0430 620.58                  900.000  M2  |       3.00000       2700.00|       2.87000       2583.00|       2.30000        2070.00
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0440 627.76                           LUMP|    8000.00000       8000.00|    5000.00000       5000.00|   12900.00000       12900.00
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0450 629.05                   40.000  HR  |      25.00000       1000.00|      28.78000       1151.20|      35.00000        1400.00
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0460 631.10                   20.000  HR  |      35.00000        700.00|      75.00000       1500.00|      55.00000        1100.00
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                            |                            |
0470 631.11                   20.000  HR  |      25.00000        500.00|      75.00000       1500.00|      55.00000        1100.00
  AIR TOOL (INCLUDING OPERATOR)           |                            |                            |
0480 631.111                  50.000  HR  |     200.00000      10000.00|     150.00000       7500.00|     250.00000       12500.00
  TRACTOR MOUNTED HYDRAULIC HAMMER        |                            |                            |
0490 631.12                  130.000  HR  |     125.00000      16250.00|     126.50000      16445.00|     155.00000       20150.00
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0500 631.14                   30.000  HR  |     110.00000       3300.00|      85.00000       2550.00|     125.00000        3750.00
  GRADER (INCLUDING OPERATOR)             |                            |                            |
     LETTING DATE : 09/08/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 09/08/04
                                                                                                                   PAGE : 4
     COUNTIE(S): PENOBSCOT                              TABULATION OF BIDS
                                            CONTRACT ID : 010204.00
                                                           =========
====================================================================================================================================
                                          |(   1  ) 000022             |(   2   ) 001195            |(   3  ) 000036
                                          |LANE CONSTRUCTION CORP. (TH |VAUGHN THIBODEAU & SONS, IN |H E SARGENT, INC.
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0510 631.172                 100.000  HR  |      50.00000       5000.00|      51.75000       5175.00|     148.00000       14800.00
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0520 631.18                   10.000  HR  |      35.00000        350.00|      32.20000        322.00|      47.00000         470.00
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0530 631.20                   50.000  HR  |     110.00000       5500.00|     138.00000       6900.00|     100.00000        5000.00
  STUMP CHIPPER (INCLUDING OPERATOR)      |                            |                            |
0540 631.32                   40.000  HR  |     120.00000       4800.00|     115.00000       4600.00|     190.00000        7600.00
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0550 639.19                    1.000  EA  |   10000.00000      10000.00|   10000.00000      10000.00|   50000.00000       50000.00
  FIELD OFFICE TYPE B                     |                            |                            |
0560 652.38                 3500.000  HR  |      14.00000      49000.00|      19.55000      68425.00|      13.00000       45500.00
  FLAGGER                                 |                            |                            |
0570 652.39                           LUMP|   50000.00000      50000.00|   20000.00000      20000.00|   90200.00000       90200.00
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0580 656.75                           LUMP|   50000.00000      50000.00|   30000.00000      30000.00|  163988.20000      163988.20
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
0590 659.10                           LUMP|  195000.00000     195000.00|   20000.00000      20000.00|  306700.00000      306700.00
  MOBILIZATION                            |                            |                            |
0600 660.21                 1000.000  HR  |       1.00000       1000.00|       1.00000       1000.00|       1.00000        1000.00
  ON-THE-JOB TRAINING (BID)               |                            |                            |
     SECTION TOTALS                       |             $  2,617,463.44|             $  2,723,547.60|              $  3,067,350.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  2,617,463.44|             $  2,723,547.60|              $  3,067,350.00
====================================================================================================================================
     LETTING DATE : 09/08/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 09/08/04
                                                                                                                   PAGE : 5
     COUNTIE(S): PENOBSCOT                              TABULATION OF BIDS
                                            CONTRACT ID : 010204.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000855             |(       )                   |(      )
                                          |BRIDGECORP                  |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001   HIGHWAY ITEMS
                                          |                            |                            |
0010 201.11                    1.580  HA  |   20000.00000      31600.00|                            |
  CLEARING                                |                            |                            |
0020 201.23                   38.000  EA  |     550.00000      20900.00|                            |
  REMOVING SINGLE TREE TOP ONLY           |                            |                            |
0030 202.12                    1.800  M3  |    2500.00000       4500.00|                            |
  REMOVING EXISTING STRUCTURAL CONCRETE   |                            |                            |
0040 202.203                 470.000  M2  |      27.50000      12925.00|                            |
  PAVEMENT BUTT JOINTS                    |                            |                            |
0050 203.20                 8070.000  M3  |      15.50000     125085.00|                            |
  COMMON EXCAVATION                       |                            |                            |
0060 203.21                  378.000  M3  |      95.00000      35910.00|                            |
  ROCK EXCAVATION                         |                            |                            |
0070 203.24                 4600.000  M3  |      13.50000      62100.00|                            |
  COMMON BORROW                           |                            |                            |
0080 211.20                  620.000  M   |      16.00000       9920.00|                            |
  INSLOPE EXCAVATION                      |                            |                            |
0090 211.30                 4260.000  M   |      15.25000      64965.00|                            |
  DITCH EXCAVATION                        |                            |                            |
0100 304.104               16190.000  M3  |      26.25000     424987.50|                            |
  AGGREGATE SUBBASE COURSE - GRAVEL (PLAN |                            |                            |
  QUANTITY)                               |                            |                            |
0110 310.23                59600.000  M2  |       9.57000     570372.00|                            |
  PLANT MIX RECYCLED ASPHALT PAVEMENT -   |                            |                            |
  75 MM DEPTH                             |                            |                            |
0120 403.209                 270.000  MG  |     110.00000      29700.00|                            |
  HOT MIX ASPHALT 9.5 MM(SIDEWALKS,DRIVES |                            |                            |
  INCIDENTAL )                            |                            |                            |
0130 403.210                5355.000  MG  |      50.70000     271498.50|                            |
  HOT MIX ASPHALT 9.5 MM NOMINAL MAX SIZE |                            |                            |
0140 403.213                7150.000  MG  |      50.70000     362505.00|                            |
  HOT MIX ASPHALT 12.5 MM, BASE           |                            |                            |
0150 409.15                10700.000  L   |       1.40000      14980.00|                            |
  BITUMINOUS TACK COAT APPLIED            |                            |                            |
0160 411.10                  200.000  M3  |      72.25000      14450.00|                            |
  UNTREATED AGGREGATE SURFACE COURSE      |                            |                            |
  (TRUCK MEASURE)                         |                            |                            |
0170 603.16                  554.000  M   |      56.00000      31024.00|                            |
  375 MM CULVERT PIPE OPTION I            |                            |                            |
0180 603.17                   63.600  M   |      70.00000       4452.00|                            |
  450 MM CULVERT PIPE OPTION I            |                            |                            |
     LETTING DATE : 09/08/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 09/08/04
                                                                                                                   PAGE : 6
     COUNTIE(S): PENOBSCOT                              TABULATION OF BIDS
                                            CONTRACT ID : 010204.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000855             |(       )                   |(      )
                                          |BRIDGECORP                  |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0190 603.179                 332.400  M   |     225.00000      74790.00|                            |
  450 MM CULVERT PIPE OPTION III          |                            |                            |
0200 603.19                   49.800  M   |     120.00000       5976.00|                            |
  600 MM CULVERT PIPE OPTION I            |                            |                            |
0210 603.199                  72.000  M   |     300.00000      21600.00|                            |
  600 MM CULVERT PIPE OPTION III          |                            |                            |
0220 603.209                  14.400  M   |     335.00000       4824.00|                            |
  750 MM CULVERT PIPE OPTION III          |                            |                            |
0230 603.219                  19.200  M   |     365.00000       7008.00|                            |
  900 MM CULVERT PIPE OPTION III          |                            |                            |
0240 603.239                  29.100  M   |     550.00000      16005.00|                            |
  1200 MM CULVERT PIPE OPTION III         |                            |                            |
0250 605.09                  361.000  M   |      73.50000      26533.50|                            |
  150 MM UNDERDRAIN TYPE B                |                            |                            |
0260 605.10                  137.000  M   |      65.00000       8905.00|                            |
  150 MM UNDERDRAIN OUTLET                |                            |                            |
0270 606.23                 2301.000  M   |      40.75000      93765.75|                            |
  GUARDRAIL TYPE 3C - SINGLE RAIL         |                            |                            |
0280 606.232                 167.600  M   |      43.75000       7332.50|                            |
  GUARDRAIL TYPE 3C - OVER 4.5 M RADIUS   |                            |                            |
0290 606.265                  20.000  EA  |      46.00000        920.00|                            |
  TERMINAL END - SINGLE RAIL - GALVANIZED |                            |                            |
  STEEL                                   |                            |                            |
0300 606.35                   83.000  EA  |      36.75000       3050.25|                            |
  GUARDRAIL DELINEATOR POST               |                            |                            |
0310 606.47                   30.000  EA  |      34.50000       1035.00|                            |
  SINGLE WOOD POST                        |                            |                            |
0320 606.51                    5.000  EA  |     425.00000       2125.00|                            |
  MULTIPLE MAILBOX SUPPORT                |                            |                            |
0330 606.79                   16.000  EA  |    1575.00000      25200.00|                            |
  GUARDRAIL 350 FLARED TERMINAL           |                            |                            |
0340 609.31                  770.000  M   |      23.25000      17902.50|                            |
  CURB TYPE 3                             |                            |                            |
0350 610.08                  500.000  M3  |      82.25000      41125.00|                            |
  PLAIN RIPRAP                            |                            |                            |
0360 610.16                   95.000  M3  |     121.50000      11542.50|                            |
  HEAVY RIPRAP                            |                            |                            |
0370 610.18                  490.000  M3  |      58.25000      28542.50|                            |
  STONE DITCH PROTECTION                  |                            |                            |
0380 613.319                9800.000  M2  |       1.00000       9800.00|                            |
  EROSION CONTROL BLANKET                 |                            |                            |
     LETTING DATE : 09/08/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 09/08/04
                                                                                                                   PAGE : 7
     COUNTIE(S): PENOBSCOT                              TABULATION OF BIDS
                                            CONTRACT ID : 010204.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000855             |(       )                   |(      )
                                          |BRIDGECORP                  |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0390 615.07                  356.000  M3  |      60.00000      21360.00|                            |
  LOAM                                    |                            |                            |
0400 618.1301                 47.000  UN  |      27.50000       1292.50|                            |
  SEEDING METHOD NUMBER 1 - PLAN QUANTITY |                            |                            |
0410 618.1401                471.000  UN  |      14.35000       6758.85|                            |
  SEEDING METHOD NUMBER 2 - PLAN QUANTITY |                            |                            |
0420 619.1201                518.000  UN  |       6.90000       3574.20|                            |
  MULCH - PLAN QUANTITY                   |                            |                            |
0430 620.58                  900.000  M2  |       1.00000        900.00|                            |
  EROSION CONTROL GEOTEXTILE              |                            |                            |
0440 627.76                           LUMP|    5000.00000       5000.00|                            |
  TEMPORARY PAVEMENT MARKING LINE, WHITE  |                            |                            |
  OR YELLOW                               |                            |                            |
0450 629.05                   40.000  HR  |      45.00000       1800.00|                            |
  HAND LABOR, STRAIGHT TIME               |                            |                            |
0460 631.10                   20.000  HR  |      60.00000       1200.00|                            |
  AIR COMPRESSOR (INCLUDING OPERATOR)     |                            |                            |
0470 631.11                   20.000  HR  |      60.00000       1200.00|                            |
  AIR TOOL (INCLUDING OPERATOR)           |                            |                            |
0480 631.111                  50.000  HR  |     275.00000      13750.00|                            |
  TRACTOR MOUNTED HYDRAULIC HAMMER        |                            |                            |
0490 631.12                  130.000  HR  |     135.00000      17550.00|                            |
  ALL PURPOSE EXCAVATOR (INCLUDING        |                            |                            |
  OPERATOR)                               |                            |                            |
0500 631.14                   30.000  HR  |     135.00000       4050.00|                            |
  GRADER (INCLUDING OPERATOR)             |                            |                            |
0510 631.172                 100.000  HR  |      65.00000       6500.00|                            |
  TRUCK - LARGE (INCLUDING OPERATOR)      |                            |                            |
0520 631.18                   10.000  HR  |      75.00000        750.00|                            |
  CHAIN SAW RENTAL (INCLUDING OPERATOR)   |                            |                            |
0530 631.20                   50.000  HR  |     250.00000      12500.00|                            |
  STUMP CHIPPER (INCLUDING OPERATOR)      |                            |                            |
0540 631.32                   40.000  HR  |     300.00000      12000.00|                            |
  CULVERT CLEANER (INCLUDING OPERATOR)    |                            |                            |
0550 639.19                    1.000  EA  |    6500.00000       6500.00|                            |
  FIELD OFFICE TYPE B                     |                            |                            |
0560 652.38                 3500.000  HR  |      13.25000      46375.00|                            |
  FLAGGER                                 |                            |                            |
0570 652.39                           LUMP|   90000.00000      90000.00|                            |
  WORK ZONE TRAFFIC CONTROL               |                            |                            |
0580 656.75                           LUMP|   20000.00000      20000.00|                            |
  TEMPORARY SOIL EROSION AND WATER        |                            |                            |
  POLLUTION CONTROL                       |                            |                            |
     LETTING DATE : 09/08/04                     MAINE DEPARTMENT OF TRANSPORTATION                                DATE : 09/08/04
                                                                                                                   PAGE : 8
     COUNTIE(S): PENOBSCOT                              TABULATION OF BIDS
                                            CONTRACT ID : 010204.00
                                                           =========
====================================================================================================================================
                                          |(   4  ) 000855             |(       )                   |(      )
                                          |BRIDGECORP                  |                            |
LINE NO / ITEM CODE / ALT                 |                            |                            |
ITEM DESCRIPTION            QUANTITY      |  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT|  UNIT PRICE          AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0590 659.10                           LUMP|  300000.00000     300000.00|                            |
  MOBILIZATION                            |                            |                            |
0600 660.21                 1000.000  HR  |       1.00000       1000.00|                            |
  ON-THE-JOB TRAINING (BID)               |                            |                            |
     SECTION TOTALS                       |             $  3,073,917.05|             $          0.00|              $          0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
     CONTRACT TOTALS                      |             $  3,073,917.05|             $          0.00|              $
====================================================================================================================================